Road Transport and Highways Government Departments Closing in 0 days TDR #21691435

Tn . No . 5/2019-20/Hdo/Dt3 . 09 . 19 Widening From Il To Dl Irqp , Imp , Dip Raising , Construction Of Cd Works , Retaining Wall , Regradation , Reconstruction Of Three Row Pipe Culvert And Up Keeping For A Period Of 60 Months To Govt Highways Road

Issued by Government Departments · Nambiyur, Tamil Nadu
Tender Value
5.33 Crore
Estimated cost
Bid Submission
09 Oct 2019
0 days left
EMD
2.77 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Organization
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Tender ID
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Competition Type
NCB
Bidding Type
Tender
Location / State
Nambiyur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
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Contact Person
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Address
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Project Description

Tn . No . 5/2019-20/Hdo/Dt3 . 09 . 19 Widening From Il To Dl Irqp , Imp , Dip Raising , Construction Of Cd Works , Retaining Wall , Regradation , Reconstruction Of Three Row Pipe Culvert And Up Keeping For A Period Of 60 Months To Govt Highways Roads In Nambiyur Sub Division P No 43

BOQ

Name of work :- Widening from Intermediate lane to two lane and Improvements, Improvements, Improvements to riding quality, Dip raising, Construction of CD works, Construction of Retaining wall, Regradation, Reconstruction of three row pipe culvert and Up Keeping for a period of 60 months to Government Highways roads in Nambiyur (H) C&M Sub Division Jurisdiction – Package No. 43A) Widening from Intermediate lane to Two lane and Improvements of Perundurai-Maccanamcombai road at km 22/0 - 23/0 including dip raising at km 22/8, 22/10, CD works at Km 22/8, 22/10 and retaining wall at km 22/8, 22/10 (MD357) including upkeeping for a period of 60 months B)Widening from Intermediate lane to Two lane and Improvements of Perundurai-Maccanamcombai road at km 23/0 - 23/6 including re-gradation at Km 23/4 (MD357) including upkeeping for a period of 60 monthsC) Improvements to Riding Quality at km 2/4 - 4/0 of Kurumandur-Kadathur road including upkeeping for a period of 60 monthsD)Improvements to Riding Quality at km 0/0 - 3/0 and 4/4 - 5/300 of Thottipalayam-Kolandapalayam road including upkeeping for a period of 60 months E) Improvements to Riding Quality at km 0/0 - 2/6 of Road from Km 12/8 of Palangarai-Nambiyur road to Komarapalayam road including upkeeping for a period of 60 monthsF)Improvements of Road from Km 12/8 of Palangarai-Nambiyur road to Komarapalayam road at km 2/6 - 2/8 including upkeeping for a period of 60 months G)Improvements to Riding Quality at km 0/0 - 1/6 of Kasipalayam main road Singiripalayam Approach road including upkeeping for a period of 60 months H)Improvements to Riding Quality at km 1/6 - 2/2 of Kasipalayam-Karattupalayam road including upkeeping for a period of 60 months I)Construction of Retaining wall at km 1/10 & 2/2 of Kasipalayam-Karattupalayam roadJ) Reconstruction of 3 row Pipe Culvert at km 22/10 of Cheyur to Erode-Sathy road including construction of retaining wall (SH15A) including upkeeping for a period of 60 months
Sl.No.Item DescriptionItem Code / MakeQuantityUnits
11Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification. \n(Morth No. 111, 112, 202)1Square metre
22Road A275Square metre
33Road B183.33Square metre
44Road F325Square metre
55Road G187.5Square metre
66Road H125Square metre
77Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification for boxing (SS 20B)\n(Morth No. 111, 112, 301, 305,900)1Square metre
88Road A734.4Cubic metre
99Road B432Cubic metre
1010Granular Sub-base with 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 site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- III Material (Morth No. 111, 112, 401, 900)1Square metre
1111Road A457.21Cubic metre
1212Road B304.5Cubic metre
1313Granular Sub-base with 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 site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- V Material (Morth No. 111, 112, 401, 900)1Square metre
1414Road F146.32Cubic metre
1515Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification.\n (Morth No. 111, 112, 406, 900)1Square metre
1616Road A571.79Cubic metre
1717Road B362.5Cubic metre
1818Road F216.75Cubic metre
1919Road G84.38Cubic metre
2020Road H56.25Cubic metre
2121Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification over WMM (Morth No. 111, 112, 501, 502, 900)1Square metre
2222Road A2287.2Square metre
2323Road B1450Square metre
2424Road F975Square metre
2525Road G562.5Square metre
2626Road H375Square metre
2727Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer1Square metre
2828Road A2287.2Square metre
2929Road B1450Square metre
3030Road F975Square metre
3131Road G562.5Square metre
3232Road H375Square metre
3333Bituminous Macadam Providing and laying bituminous macadam with Mini Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface using manual labour to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification - Grading II (Table 500-7) for patch work. (Morth No. 111, 112, 501, 504, 900, 3004)1Square metre
3434Road A20.9Cubic metre
3535Road B12.94Cubic metre
3636Road C37.81Cubic metre
3737Road D50.08Cubic metre
3838Road E36.3Cubic metre
3939Road G21.1Cubic metre
4040Road H6.8Cubic metre
4141Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces1Square metre
4242Road A4675Square metre
4343Road B2750Square metre
4444Road C11200Square metre
4545Road D14770.2Square metre
4646Road E9817.6Square metre
4747Road G5460.1Square metre
4848Road H2044.45Square metre
4949Bituminous Macadam of 50 mm thickness which work shall consist construction in the single course of compacted crushed aggregates premixed with bituminous binder 60/70 at the rate of 3.5 percent by weight of the total mix as directed by the engineer using CMP and paver finisher (Morth No. 111, 112, 501, 504, 900, 3004)1Square metre
5050Road A233.75Cubic metre
5151Road B137.5Cubic metre
5252Road C112Cubic metre
5353Road D144.38Cubic metre
5454Road E97.51Cubic metre
5555Road G52.5Cubic metre
5656Road H18.75Cubic metre
5757Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 30) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading II 50mm thick\n(Morth No. 111, 112, 501, 505, 900)1Square metre
5858Road A160.11Cubic metre
5959Road B101.5Cubic metre
6060Road F58.51Cubic metre
6161Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II (Morth No. 111, 112, 501, 507,900)1Square metre
6262Road A208.86Cubic metre
6363Road B126Cubic metre
6464Road C336Cubic metre
6565Road D443.11Cubic metre
6666Road E294.53Cubic metre
6767Road F29.26Cubic metre
6868Road G180.68Cubic metre
6969Road H72.58Cubic metre
7070Excavation includuing removal and satisfactory disposal of all materials necessary for construction of roadway and side Drains in accordance with the specfications and lines , grades and cross sections shown in the drawings or as indicated by the Engineer. For Forming embankment using carted earth including consolidation for 95% compaction (Morth No. 111, 112, 301, 305,900)1Square metre
7171Road A265.2Cubic metre
7272Excavation includuing removal and satisfactory disposal of all materials necessary for construction of roadway and side Drains in accordance with the specfications and lines , grades and cross sections shown in the drawings or as indicated by the Engineer. For making up berms using box cutting earth including consolidation for 100% compaction (Morth No. 111, 112, 301, 305,900)1Square metre
7373Road A734.4Cubic metre
7474Road B450Cubic metre
7575Excavation includuing removal and satisfactory disposal of all materials necessary for construction of roadway and side Drains in accordance with the specfications and lines , grades and cross sections shown in the drawings or as indicated by the Engineer. For forming embankment using carted earth including consolidation (Morth No. 111, 112, 301, 305,900)1Square metre
7676Road A378.6Cubic metre
7777Road B900.38Cubic metre
7878Road C720Cubic metre
7979Road D1755Cubic metre
8080Road E1170Cubic metre
8181Road F90Cubic metre
8282Road G686.25Cubic metre
8383Road H236.25Cubic metre
8484UPKEEPING ROAD A1Square metre
8585Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Making up berms\n(Morth No. 111, 112, 301, 305,900)1Square metre
8686I st Year147Cubic metre
8787II nd Year147Cubic metre
8888III rd Year147Cubic metre
8989IV th Year147Cubic metre
9090V th Year147Cubic metre
9191Excavation includuing removal and satisfactory disposal of all materials necessary for construction of roadway and side Drains in accordance with the specfications and lines , grades and cross sections shown in the drawings or as indicated by the Engineer. For Forming Earthern Drain (Once a year) (Morth No. 111, 112, 301, 305,900)1Square metre
9292I st Year86.56Cubic metre
9393II nd Year86.56Cubic metre
9494IIII rd Year86.56Cubic metre
9595IV th Year86.56Cubic metre
9696V th Year86.56Cubic metre
9797Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for clearing the vent way of CD works. (Morth No. 111, 112, 301, 305,900)1Square metre
9898I st Year4Hours
9999II nd Year4Hours
100100III rd Year4Hours
101101IV th Year4Hours
102102V th Year4Hours
103103Painting the existing HM & KM stone as per IRC standard and painting culverts for numbering including the cost of Labour charges and material etc., complete1Square metre
104104I st Year1.58Square metre
105105II nd Year1.58Square metre
106106III rd Year1.58Square metre
107107IV th Year1.58Square metre
108108V th Year1.58Square metre
109109Lettering the existing KM stone 10 CM as per IRC standard including the cost of labour charges and material etc., complete1Square metre
110110I st Year26Numbers
111111II nd Year26Numbers
112112III rd Year26Numbers
113113IV th Year26Numbers
114114V th Year26Numbers
115115Lettering the existing KM stone 15 CM as per IRC standard including the cost of labour charges and material etc., complete1Square metre
116116I st Year6Numbers
117117II nd Year6Numbers
118118III rd Year6Numbers
119119IV th Year6Numbers
120120V th Year6Numbers
121121Lettering the existing HM stone 10 cm as per IRC standard including the cost of labour charges and material etc., complete1Square metre
122122I st Year8Numbers
123123II nd Year8Numbers
124124III rd Year8Numbers
125125IV th Year8Numbers
126126V th Year8Numbers
127127Lettering the existing HM stone 15 cm as per IRC standard including the cost of labour charges and material etc., complete1Square metre
128128I st Year16Numbers
129129II nd Year16Numbers
130130III rd Year16Numbers
131131IV th Year16Numbers
132132V th Year16Numbers
133133White washing over the existing Culverts, Parapet, avenue and Guide post including cost of materials and labour charges etc, complete1Square metre
134134I st Year26.8Square metre
135135II nd Year26.8Square metre
136136III rd Year26.8Square metre
137137IV th Year26.8Square metre
138138V th Year26.8Square metre
139139Tree banding - White washing with freshly burnt shell lime including cost of fresh lime with suitable colour agent has to be done around the entire circumference of the trees to a hight of 0.9M consisting of 3 strips. White Washing to be start at a hight of 0.7M from the ground level such that the banding will be sufficiently visible to the driver seated at the height of 1.5M from the ground level. the cost inclusive of all materials, brushes and labours. Tree banding to be done as prescribed in the drawing or as directed by the Engineer incharge, as per MoRTH specification1Square metre
140140I st Year30.78Square metre
141141II nd Year30.78Square metre
142142III rd Year30.78Square metre
143143IV th Year30.78Square metre
144144V th Year30.78Square metre
145145Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over bituminous surfaces (Morth No. 111, 112, 501, 502, 900)1Square metre
146146IV th Year206Square metre
147147V th Year343Square metre
148148Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II\n(Morth No. 111, 112, 501, 507,900)1Square metre
149149IV th Year6.17Cubic metre
150150V th Year10.29Cubic metre
151151UPKEEPING ROAD B1Square metre
152152Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Making up berms\n(Morth No. 111, 112, 301, 305,900)1Square metre
153153I st Year87Cubic metre
154154II nd Year87Cubic metre
155155III rd Year87Cubic metre
156156IV th Year87Cubic metre
157157V th Year87Cubic metre
158158Excavation includuing removal and satisfactory disposal of all materials necessary for construction of roadway and side Drains in accordance with the specfications and lines , grades and cross sections shown in the drawings or as indicated by the Engineer. For Forming Earthern Drain (Once a year) (Morth No. 111, 112, 301, 305,900)1Square metre
159159I st Year10.26Cubic metre
160160II nd Year10.26Cubic metre
161161IIII rd Year10.26Cubic metre
162162IV th Year10.26Cubic metre
163163V th Year10.26Cubic metre
164164Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for clearing the vent way of CD works. (Morth No. 111, 112, 301, 305,900)1Square metre
165165I st Year8Hours
166166II nd Year8Hours
167167III rd Year8Hours
168168IV th Year8Hours
169169V th Year8Hours
170170Painting the existing HM & KM stone as per IRC standard and painting culverts for numbering including the cost of Labour charges and material etc., complete1Square metre
171171I st Year0.57Square metre
172172II nd Year0.57Square metre
173173III rd Year0.57Square metre
174174IV th Year0.57Square metre
175175V th Year0.57Square metre
176176Lettering the existing HM stone 10 cm as per IRC standard including the cost of labour charges and material etc., complete1Square metre
177177I st Year6Numbers
178178II nd Year6Numbers
179179III rd Year6Numbers
180180IV th Year6Numbers
181181V th Year6Numbers
182182Lettering the existing HM stone 15 cm as per IRC standard including the cost of labour charges and material etc., complete1Square metre
183183I st Year12Numbers
184184II nd Year12Numbers
185185III rd Year12Numbers
186186IV th Year12Numbers
187187V th Year12Numbers
188188White washing over the existing Culverts, Parapet, avenue and Guide post including cost of materials and labour charges etc, complete1Square metre
189189I st Year53.6Square metre
190190II nd Year53.6Square metre
191191III rd Year52.6Square metre
192192IV th Year53.6Square metre
193193V th Year53.6Square metre
194194Tree banding - White washing with freshly burnt shell lime including cost of fresh lime with suitable colour agent has to be done around the entire circumference of the trees to a hight of 0.9M consisting of 3 strips. White Washing to be start at a hight of 0.7M from the ground level such that the banding will be sufficiently visible to the driver seated at the height of 1.5M from the ground level. the cost inclusive of all materials, brushes and labours. Tree banding to be done as prescribed in the drawing or as directed by the Engineer incharge, as per MoRTH specification1Square metre
195195I st Year20.88Square metre
196196II nd Year20.88Square metre
197197III rd Year20.88Square metre
198198IV th Year20.88Square metre
199199V th Year20.88Square metre
200200Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over bituminous surfaces (Morth No. 111, 112, 501, 502, 900)1Square metre
201201IV th Year126Square metre
202202V th Year210Square metre
203203Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II\n(Morth No. 111, 112, 501, 507,900)1Square metre
204204IV th Year3.78Cubic metre
205205V th Year6.3Cubic metre
206206UPKEEPING ROAD C1Square metre
207207Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Making up berms\n(Morth No. 111, 112, 301, 305,900)1Square metre
208208I st Year223.5Cubic metre
209209II nd Year223.5Cubic metre
210210IIII rd Year223.5Cubic metre
211211IV th Year223.5Cubic metre
212212V th Year223.5Cubic metre
213213Painting the existing HM & KM stone as per IRC standard and painting culverts for numbering including the cost of Labour charges and material etc., complete1Square metre
214214I st Year2.77Square metre
215215II nd Year2.77Square metre
216216IIII rd Year2.77Square metre
217217IV th Year2.77Square metre
218218V th Year2.77Square metre
219219Lettering the existing KM stone 10 CM as per IRC standard including the cost of labour charges and material etc., complete1Square metre
220220I st Year20Numbers
221221II nd Year20Numbers
222222III rd Year20Numbers
223223IV th Year20Numbers
224224V th Year20Numbers
225225Lettering the existing KM stone 15 CM as per IRC standard including the cost of labour charges and material etc., complete1Square metre
226226I st Year12Numbers
227227II nd Year12Numbers
228228III rd Year12Numbers
229229IV th Year12Numbers
230230V th Year12Numbers
231231Lettering the existing HM stone 10 cm as per IRC standard including the cost of labour charges and material etc., complete1Square metre
232232I st Year12Numbers
233233II nd Year12Numbers
234234III rd Year12Numbers
235235IV th Year12Numbers
236236V th Year12Numbers
237237Lettering the existing HM stone 15 cm as per IRC standard including the cost of labour charges and material etc., complete1Square metre
238238I st Year24Numbers
239239II nd Year24Numbers
240240III rd Year24Numbers
241241IV th Year24Numbers
242242V th Year24Numbers
243243Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over bituminous surfaces (Morth No. 111, 112, 501, 502, 900)1Square metre
244244IV th Year336Square metre
245245V th Year560Square metre
246246Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II\n(Morth No. 111, 112, 501, 507,900)1Square metre
247247IV th Year10.08Cubic metre
248248V th Year16.8Cubic metre
249249UPKEEPING ROAD D1Square metre
250250Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Making up berms\n(Morth No. 111, 112, 301, 305,900)1Square metre
251251I st Year612Cubic metre
252252II nd Year612Cubic metre
253253III rd Year612Cubic metre
254254IV th Year612Cubic metre
255255V th Year612Cubic metre
256256Excavation includuing removal and satisfactory disposal of all materials necessary for construction of roadway and side Drains in accordance with the specfications and lines , grades and cross sections shown in the drawings or as indicated by the Engineer. For Forming Earthern Drain (Once a year) (Morth No. 111, 112, 301, 305,900)1Square metre
257257I st Year312.08Cubic metre
258258II nd Year312.08Cubic metre
259259III rd Year312.08Cubic metre
260260IV th Year312.08Cubic metre
261261V th Year312.08Cubic metre
262262Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for clearing the vent way of CD works. (Morth No. 111, 112, 301, 305,900)1Square metre
263263I st Year16Hours
264264II nd Year16Hours
265265III rd Year16Hours
266266IV th Year16Hours
267267V th Year16Hours
268268Painting the existing HM & KM stone as per IRC standard and painting culverts for numbering including the cost of Labour charges and material etc., complete1Square metre
269269I st Year6.11Square metre
270270II nd Year6.11Square metre
271271III rd Year6.11Square metre
272272IV th Year6.11Square metre
273273V th Year6.11Square metre
274274Lettering the existing KM stone 10 CM as per IRC standard including the cost of labour charges and material etc., complete1Square metre
275275I st Year96Numbers
276276II nd Year96Numbers
277277III rd Year96Numbers
278278IV th Year96Numbers
279279V th Year96Numbers
280280Lettering the existing KM stone 15 CM as per IRC standard including the cost of labour charges and material etc., complete1Square metre
281281I st Year24Numbers
282282II nd Year24Numbers
283283III rd Year24Numbers
284284IV th Year24Numbers
285285V th Year24Numbers
286286Lettering the existing HM stone 10 cm as per IRC standard including the cost of labour charges and material etc., complete1Square metre
287287I st Year30Numbers
288288II nd Year30Numbers
289289III rd Year30Numbers
290290IV th Year30Numbers
291291V th Year30Numbers
292292Lettering the existing HM stone 15 cm as per IRC standard including the cost of labour charges and material etc., complete1Square metre
293293I st Year60Numbers
294294II nd Year60Numbers
295295III rd Year60Numbers
296296IV th Year60Numbers
297297V th Year60Numbers
298298White washing over the existing Culverts, Parapet, avenue and Guide post including cost of materials and labour charges etc, complete1Square metre
299299I st Year107.2Square metre
300300II nd Year107.2Square metre
301301III rd Year107.2Square metre
302302IV th Year107.2Square metre
303303V th Year107.2Square metre
304304Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over bituminous surfaces (Morth No. 111, 112, 501, 502, 900)1Square metre
305305IV th Year433Square metre
306306V th Year722Square metre
307307Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II\n(Morth No. 111, 112, 501, 507,900)1Square metre
308308IV th Year12.98Cubic metre
309309V th Year21.61Cubic metre
310310UPKEEPING ROAD E1Square metre
311311Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Making up berms\n(Morth No. 111, 112, 301, 305,900)1Square metre
312312I st Year379.5Cubic metre
313313II nd Year379.5Cubic metre
314314III rd Year379.5Cubic metre
315315IV th Year379.5Cubic metre
316316V th Year379.5Cubic metre
317317Excavation includuing removal and satisfactory disposal of all materials necessary for construction of roadway and side Drains in accordance with the specfications and lines , grades and cross sections shown in the drawings or as indicated by the Engineer. For Forming Earthern Drain (Once a year) (Morth No. 111, 112, 301, 305,900)1Square metre
318318I st Year164.03Cubic metre
319319II nd Year164.03Cubic metre
320320III rd Year164.03Cubic metre
321321IV th Year164.03Cubic metre
322322V th Year164.03Cubic metre
323323Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for clearing the vent way of CD works. (Morth No. 111, 112, 301, 305,900)1Square metre
324324I st Year2Hours
325325II nd Year2Hours
326326III rd Year2Hours
327327IV th Year2Hours
328328V th Year2Hours
329329Painting the existing HM & KM stone as per IRC standard and painting culverts for numbering including the cost of Labour charges and material etc., complete1Square metre
330330I st Year3.72Square metre
331331II nd Year3.72Square metre
332332III rd Year3.72Square metre
333333IV th Year3.72Square metre
334334V th Year3.72Square metre
335335Lettering the existing KM stone 10 CM as per IRC standard including the cost of labour charges and material etc., complete1Square metre
336336I st Year48Numbers
337337II nd Year48Numbers
338338III rd Year48Numbers
339339IV th Year48Numbers
340340V th Year48Numbers
341341Lettering the existing KM stone 15 CM as per IRC standard including the cost of labour charges and material etc., complete1Square metre
342342I st Year12Numbers
343343II nd Year12Numbers
344344III rd Year12Numbers
345345IV th Year12Numbers
346346V th Year12Numbers
347347Lettering the existing HM stone 10 cm as per IRC standard including the cost of labour charges and material etc., complete1Square metre
348348I st Year22Numbers
349349II nd Year22Numbers
350350III rd Year22Numbers
351351IV th Year22Numbers
352352V th Year22Numbers
353353Lettering the existing HM stone 15 cm as per IRC standard including the cost of labour charges and material etc., complete1Square metre
354354I st Year44Numbers
355355II nd Year44Numbers
356356III rd Year44Numbers
357357IV th Year44Numbers
358358V th Year44Numbers
359359White washing over the existing Culverts, Parapet, avenue and Guide post including cost of materials and labour charges etc, complete1Square metre
360360I st Year13.4Square metre
361361II nd Year13.4Square metre
362362III rd Year13.4Square metre
363363IV th Year13.4Square metre
364364V th Year13.4Square metre
365365Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over bituminous surfaces (Morth No. 111, 112, 501, 502, 900)1Square metre
366366IV th Year294Square metre
367367V th Year489Square metre
368368Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II\n(Morth No. 111, 112, 501, 507,900)1Square metre
369369IV th Year8.79Cubic metre
370370V th Year14.64Cubic metre
371371UPKEEPING ROAD F1Square metre
372372Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Making up berms\n(Morth No. 111, 112, 301, 305,900)1Square metre
373373I st Year28.5Cubic metre
374374II nd Year28.5Cubic metre
375375III rd Year28.5Cubic metre
376376IV th Year28.5Cubic metre
377377V th Year28.5Cubic metre
378378Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for clearing the vent way of CD works. (Morth No. 111, 112, 301, 305,900)1Square metre
379379I st Year1Hours
380380II nd Year1Hours
381381III rd Year1Hours
382382IV th Year1Hours
383383V th Year1Hours
384384Painting the existing HM & KM stone as per IRC standard and painting culverts for numbering including the cost of Labour charges and material etc., complete1Square metre
385385I st Year0.19Square metre
386386II nd Year0.19Square metre
387387III rd Year0.19Square metre
388388IV th Year0.19Square metre
389389V th Year0.19Square metre
390390Lettering the existing HM stone 10 cm as per IRC standard including the cost of labour charges and material etc., complete1Square metre
391391I st Year2Numbers
392392II nd Year2Numbers
393393III rd Year2Numbers
394394IV th Year2Numbers
395395V th Year2Numbers
396396Lettering the existing HM stone 15 cm as per IRC standard including the cost of labour charges and material etc., complete1Square metre
397397I st Year4Numbers
398398II nd Year4Numbers
399399III rd Year4Numbers
400400IV th Year4Numbers
401401V th Year4Numbers
402402White washing over the existing Culverts, Parapet, avenue and Guide post including cost of materials and labour charges etc, complete1Square metre
403403I st Year6.7Square metre
404404II nd Year6.7Square metre
405405III rd Year6.7Square metre
406406IV th Year6.7Square metre
407407V th Year6.7Square metre
408408Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over bituminous surfaces (Morth No. 111, 112, 501, 502, 900)1Square metre
409409IV th Year23Square metre
410410V th Year38Square metre
411411Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II\n(Morth No. 111, 112, 501, 507,900)1Square metre
412412IV th Year0.68Cubic metre
413413V th Year1.13Cubic metre
414414UPKEEPING ROAD G1Square metre
415415Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Making up berms\n(Morth No. 111, 112, 301, 305,900)1Square metre
416416I st Year232.5Cubic metre
417417II nd Year232.5Cubic metre
418418III rd Year232.5Cubic metre
419419IV th Year232.5Cubic metre
420420V th Year232.5Cubic metre
421421Excavation includuing removal and satisfactory disposal of all materials necessary for construction of roadway and side Drains in accordance with the specfications and lines , grades and cross sections shown in the drawings or as indicated by the Engineer. For Forming Earthern Drain (Once a year) (Morth No. 111, 112, 301, 305,900)1Square metre
422422I st Year86.57Cubic metre
423423II nd Year86.57Cubic metre
424424IIII rd Year86.57Cubic metre
425425IV th Year86.57Cubic metre
426426V th Year86.57Cubic metre
427427Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for clearing the vent way of CD works. (Morth No. 111, 112, 301, 305,900)1Square metre
428428I st Year4Hours
429429II nd Year4Hours
430430III rd Year4Hours
431431IV th Year4Hours
432432V th Year4Hours
433433Painting the existing HM & KM stone as per IRC standard and painting culverts for numbering including the cost of Labour charges and material etc., complete1Square metre
434434I st Year2.15Square metre
435435II nd Year2.15Square metre
436436III rd Year2.15Square metre
437437IV th Year2.15Square metre
438438V th Year2.15Square metre
439439Lettering the existing KM stone 10 CM as per IRC standard including the cost of labour charges and material etc., complete1Square metre
440440I st Year20Numbers
441441II nd Year20Numbers
442442III rd Year20Numbers
443443IV th Year20Numbers
444444V th Year20Numbers
445445Lettering the existing KM stone 15 CM as per IRC standard including the cost of labour charges and material etc., complete1Square metre
446446I st Year6Numbers
447447II nd Year6Numbers
448448III rd Year6Numbers
449449IV th Year6Numbers
450450V th Year6Numbers
451451Lettering the existing HM stone 10 cm as per IRC standard including the cost of labour charges and material etc., complete1Square metre
452452I st Year14Numbers
453453II nd Year14Numbers
454454III rd Year14Numbers
455455IV th Year14Numbers
456456V th Year14Numbers
457457Lettering the existing HM stone 15 cm as per IRC standard including the cost of labour charges and material etc., complete1Square metre
458458I st Year28Numbers
459459II nd Year28Numbers
460460III rd Year28Numbers
461461IV th Year28Numbers
462462V th Year28Numbers
463463White washing over the existing Culverts, Parapet, avenue and Guide post including cost of materials and labour charges etc, complete1Square metre
464464I st Year26.8Square metre
465465II nd Year26.8Square metre
466466III rd Year26.8Square metre
467467IV th Year26.8Square metre
468468V th Year26.8Square metre
469469Tree banding - White washing with freshly burnt shell lime including cost of fresh lime with suitable colour agent has to be done around the entire circumference of the trees to a hight of 0.9M consisting of 3 strips. White Washing to be start at a hight of 0.7M from the ground level such that the banding will be sufficiently visible to the driver seated at the height of 1.5M from the ground level. the cost inclusive of all materials, brushes and labours. Tree banding to be done as prescribed in the drawing or as directed by the Engineer incharge, as per MoRTH specification1Square metre
470470I st Year18.36Square metre
471471II nd Year18.36Square metre
472472III rd Year18.36Square metre
473473IV th Year18.36Square metre
474474V th Year18.36Square metre
475475Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over bituminous surfaces (Morth No. 111, 112, 501, 502, 900)1Square metre
476476IV th Year181Square metre
477477V th Year301Square metre
478478Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II\n(Morth No. 111, 112, 501, 507,900)1Square metre
479479IV th Year5.41Cubic metre
480480V th Year9.01Cubic metre
481481UPKEEPING ROAD H1Square metre
482482Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Making up berms\n(Morth No. 111, 112, 301, 305,900)1Square metre
483483I st Year85.5Cubic metre
484484II nd Year85.5Cubic metre
485485III rd Year85.5Cubic metre
486486IV th Year85.5Cubic metre
487487V th Year85.5Cubic metre
488488Excavation includuing removal and satisfactory disposal of all materials necessary for construction of roadway and side Drains in accordance with the specfications and lines , grades and cross sections shown in the drawings or as indicated by the Engineer. For Forming Earthern Drain (Once a year) (Morth No. 111, 112, 301, 305,900)1Square metre
489489I st Year13.1Cubic metre
490490II nd Year13.1Cubic metre
491491IIII rd Year13.1Cubic metre
492492IV th Year13.1Cubic metre
493493V th Year13.1Cubic metre
494494Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for clearing the vent way of CD works. (Morth No. 111, 112, 301, 305,900)1Square metre
495495I st Year2Hours
496496II nd Year2Hours
497497III rd Year2Hours
498498IV th Year2Hours
499499V th Year2Hours
500500Painting the existing HM & KM stone as per IRC standard and painting culverts for numbering including the cost of Labour charges and material etc., complete1Square metre
501501I st Year1.2Square metre
502502II nd Year1.2Square metre
503503III rd Year1.2Square metre
504504IV th Year1.2Square metre
505505V th Year1.2Square metre
506506Lettering the existing KM stone 10 CM as per IRC standard including the cost of labour charges and material etc., complete1Square metre
507507I st Year22Numbers
508508II nd Year22Numbers
509509III rd Year22Numbers
510510IV th Year22Numbers
511511V th Year22Numbers
512512Lettering the existing KM stone 15 CM as per IRC standard including the cost of labour charges and material etc., complete1Square metre
513513I st Year6Numbers
514514II nd Year6Numbers
515515III rd Year6Numbers
516516IV th Year6Numbers
517517V th Year6Numbers
518518Lettering the existing HM stone 10 cm as per IRC standard including the cost of labour charges and material etc., complete1Square metre
519519I st Year4Numbers
520520II nd Year4Numbers
521521III rd Year4Numbers
522522IV th Year4Numbers
523523V th Year4Numbers
524524Lettering the existing HM stone 15 cm as per IRC standard including the cost of labour charges and material etc., complete1Square metre
525525I st Year8Numbers
526526II nd Year8Numbers
527527III rd Year8Numbers
528528IV th Year8Numbers
529529V th Year8Numbers
530530White washing over the existing Culverts, Parapet, avenue and Guide post including cost of materials and labour charges etc, complete1Square metre
531531I st Year13.4Square metre
532532II nd Year13.4Square metre
533533III rd Year13.4Square metre
534534IV th Year13.4Square metre
535535V th Year13.4Square metre
536536Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over bituminous surfaces (Morth No. 111, 112, 501, 502, 900)1Square metre
537537IV th Year68Square metre
538538V th Year113Square metre
539539Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II\n(Morth No. 111, 112, 501, 507,900)1Square metre
540540IV th Year2.03Cubic metre
541541V th Year3.38Cubic metre
542542SUB ESTIMATE - RETAINING WALL1Square metre
543543Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification for foundation.\n(Morth No. 111, 112, 304)1Square metre
544544Road A327.36Cubic metre
545545Road B314.16Cubic metre
546546Road I545.6Cubic metre
547547Vibrated Cement Concrete (M15) mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete Levelling course For Foundation of RETAINING WALL below sill level (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)1Square metre
548548Road A282.72Cubic metre
549549Road B271.32Cubic metre
550550Road I467.48Cubic metre
551551Vibrated Cement Concrete (M15) mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete Levelling course For Foundation of RETAINING WALL above sill level (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)1Square metre
552552Road A277.6Cubic metre
553553Road B261.8Cubic metre
554554Road I272.8Cubic metre
555555Refilling behind body wall using foundation earth including cost and conveyance of of all materials to worksite including labour charges for filling laying compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers inclusive and all other incidental charges etc., complete For Retaining wall. (Morth No. 304, 900)1Square metre
556556Road A541.88Cubic metre
557557Road I114.7Cubic metre
558558Providing and fixing seepage pipes of 150mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN RETAINING WALLS. (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)1Square metre
559559Road A60Running Metre
560560Road B119Running Metre
561561Road I124Running Metre
562562Refilling behind body wall using foundation earth including cost and conveyance of of all materials to worksite including labour charges for filling laying compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers inclusive and all other incidental charges etc., complete FOR RETAINIG WALL (Morth No. 304, 900)1Square metre
563563Road A327.36Cubic metre
564564Road B314.16Cubic metre
565565Road I545.6Cubic metre
566566Supply and fixing of RCC guide post of size 0.20 x 0.20 x 1.20m using vibrated RCC 1:2:4 mix using 20mm ISS HBG metal and fixing 0.50m below GL and side packing with CC 1:3:6 using 40mm HBG metal including cost and conveyance of all materials to site including moulding and fixing charges and other incidental charge etc. complete.1Square metre
567567Road A40Numbers
568568Road B34Numbers
569569Road I62Numbers
570570SUB ESTIMATE - SLAB CULVERT1Square metre
571571Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification for foundation.\n(Morth No. 111, 112, 304)1Square metre
572572Road A283.8Cubic metre
573573Road J359.72Cubic metre
574574Vibrated Cement Concrete M15 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for FOUNDATION OF ABUTMENTS, WINGS AND PIERS BELOW SILL LEVEL (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)1Square metre
575575Road A206.6Cubic metre
576576Road J291.45Cubic metre
577577Vibrated Cement Concrete M15 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for SUBSTRUCTURE OF ABUTMENTS, WINGS AND PIERS ABOVE SILL LEVEL (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)1Square metre
578578Road A59Cubic metre
579579Road J183.95Cubic metre
580580Vibrated Reinforced Cement Concrete (Design Mix) M25 using crushed ISS size HBG graded metal of including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges for compacting, finishing and curing including all incidental charges etc., completed for BED BLOCK ,OVER PIER AND DIRT WALL CUM BED BLOCK OVER ABUTMENT (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2700, 900)1Square metre
581581Road A12.6Cubic metre
582582Road J10.79Cubic metre
583583Vibrated Reinforced Cement Concrete (Design Mix) M25 using crushed ISS size HBG graded metal of including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges for formwork and centering, labour charges for compacting, finishing and curing including all incidental charges etc., completed for DECK SLAB,KERB (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2700, 900)1Square metre
584584Road A16.8Cubic metre
585585Road J35.51Cubic metre
586586Vibrated Cement Concrete M30 Grade (Design mix) Using IRC size hard granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete for WEARING COAT 75MM uniform thickness OVER DECK SLAB AND APPROACH SLAB (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)1Square metre
587587Road A62.8Square metre
588588Road J76.14Square metre
589589Providing and fixing kraft paper for full width of seating of deck spab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc. complete. (Morth No. 2600)1Square metre
590590Road A16Square metre
591591Road J12.6Square metre
592592Supply and fabrication of steel Grade Fe-415 required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification FOR SLAB CULVERT1Square metre
593593Road A2.2Metric Tonne
594594Road J3.01Metric Tonne
595595Providing and fixing 20mm thick PVC expansion joint including cost and conveyance of expansion joints, Shalimar pad and joint sealants and fixing them position etc. Complete in deck slab over abutment. (Morth No. 2600, 900)1Square metre
596596Road A50Running Metre
597597Road J25Running Metre
598598Providing and fixing seepage pipes of 150mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN RETAINING WALLS. (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)1Square metre
599599Road A64Numbers
600600Road J38Numbers
601601Refilling behind body wall using foundation earth including cost and conveyance of of all materials to worksite including labour charges for filling laying compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers inclusive and all other incidental charges etc., complete For Slab culvert (Morth No. 304, 900)1Square metre
602602Road A50.16Cubic metre
603603Road J46.69Cubic metre
604604Refilling behind bodywall with Carted earth including cost and conveyance of all materials to worklsite including labour charges for filling laying compacting by manual labour under optimum moisture content to get the maximum densoity flooding with water as layers inclusive and all other incidental charges etc., complete for Retaining wall (Morth No. 304, 900)1Square metre
605605Road J27.45Cubic metre
606606Calculation of SubTotal, GST and Total Amount carried out by system automatically
607607Basic cost of value put to tender as per estimate1(A)
608608Add GST at 12%1(B)
609609Total Value put to Tender1(A+B)
610610Differnce Amount (Excess/less)1(D)
611611Quoted Amount (Basic Rate Only)1(E)
612612Add GST at 12% of Quoted Amount1(F)
613613Total Value of Quoted Amount including 12% of GST1(E+F)

AI Tender Summary

OUR REF NO 21691435
AUTHORITY Government Departments
TENDER VALUE 5.33 Crore
LAST DATE 09-10-2019
Authority
Authority Name Highways Department
Work Description Tn . No . 5/2019-20/Hdo/Dt3 . 09 . 19 Widening From Il To Dl Irqp , Imp , Dip Raising , Construction Of Cd Works , Retaining Wall , Regradation , Reconstruction Of Three Row Pipe Culvert And Up Keeping For A Period Of 60 Months To Govt Highways Roads In Nambiyur Sub Division P No 43
Basic Detail
Tender No PackageNo43
Bidding Type Tender
Location
City Nambiyur
State Tamil Nadu
Key Dates
Publish Date 06 Sep 2019
Submission Date 09 Oct 2019
Open Date 11 Oct 2019
Finance
Tender Value 5.33 Crore
Tender Fee Ref. Documents
EMD 2.77 Lakhs
Exemption Not Available
Document List
420387DB-DCE9-46D3-8D8D-47E4D7FF1485.html
Tendernotice_1.pdf
cover1docdetail.pdf
PriceBid43.pdf
PQ43.pdf
BOQ_164350.xls
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Tender Timeline

Sep 06, 2019
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 09, 2019
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 11, 2019

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

420387DB-DCE9-46D3-8D8D-47E4D7FF1485.html

pdf

Tendernotice_1.pdf

pdf

cover1docdetail.pdf

pdf

PriceBid43.pdf

pdf

PQ43.pdf

xls

BOQ_164350.xls

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender

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