Rural Development And Panchayat Raj Department Tender
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The RDPR has issued a formal invitation for competitive bids for the Rural Development And Panchayat Raj Department project, for Improvements To T01-okkupatty To Illuppakudi (via) Thamarakki Km 0/0 -8/200 in Sivaganga, Tamil Nadu, with an estimated contract value of Rs. 8,27,88,000. The bid opening date for this tender is 24-10-2020 and the last date for bid submission is 02-12-2020. Interested bidders for Rural Development And Panchayat Raj Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Rural Development And Panchayat Raj Department - RDPR Tender
Opening Date24 Oct 2020
Closing Date2 Dec 2020
Tender Amount₹ 8,27,88,000
Costs
EMD
₹ 16,56,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2020_RDTN_101940_1Bid Award Id
ViewTender No
TN1688Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Providing and Fixing 'Logo' of PMGSY Project
6
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-
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1.5m Span CH @ -2800
8.68
-
-
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1.5m Span CH @ - 3863
5.4
-
-
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Scarifying the Existing Bituminous road surface to a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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-
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(iv) Guard Stone(precast)
83
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-
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Excavation in soil using hydraulic excavated and dippers with disposal at 1000m-Excavation for road work in soil with hydraulic excavated of 0.9cum bucket capacity including cutting and loading in dippers,trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embakment locations with a lift upto 1.5m and lead upto 1000m as per technical specifications clause 302.3
-
-
-
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1.5m Span CH @ - 3020
5.79
-
-
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1.5m Span CH @ - 5327
6.05
-
-
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1.5m Span CH @ - 7092
3.97
-
-
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Km. 4/000 - 5/000
541.42
-
-
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1.5m Span CH @ - 6688
2.8
-
-
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1.5m Span CH @ - 4418
5.4
-
-
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Provision of Rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
-
-
-
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1.5m Span CH @ - 7583
7.5
-
-
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1.5m Span Ch @ - 4360
86.66
-
-
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For the Second Year from the date of
completion of work
1
-
-
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1.5m Span CH @ - 6014
86.66
-
-
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KM 6/000 - 7/000
555.1
-
-
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1.5m Span CH @ - 7583
2.8
-
-
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CH @ 4050
61.56
-
-
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CH @ 4050
2.8
-
-
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Km. 5/000 - 6/000
181.53
-
-
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KM 0/000 - 1/000
194.53
-
-
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KM 6/000 - 7/000
277.55
-
-
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Km. 5/000 - 6/000
258.7
-
-
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1.5m Span CH @ - 3020
18.82
-
-
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1.5m Span CH @ - 6760
2.8
-
-
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1.5m Span CH @ - 6688
7.5
-
-
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Ch.2600 - 2700 (Left Side)
30
-
-
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1.5m Span CH @ - 5676
4.03
-
-
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RETAINING WALL
-
-
-
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1.5m Span CH @ - 4795
7.09
-
-
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1.5m Span CH @ - 5676
86.66
-
-
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Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
-
-
-
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1.5m Span CH @ - 5060
7.09
-
-
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KM 2/000 - 3/000
3855.45
-
-
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1.5m Span CH @ - 7783
7.5
-
-
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For the Third Year from the date of
completion of work
1
-
-
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1.5m Span CH @ - 320
15
-
-
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1.5m Span CH @ - 5060
21.42
-
-
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1.5m Span CH @ - 6688
0.41
-
-
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Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
-
-
-
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1.5m Span CH @ - 320
3.31
-
-
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1.5m Span CH @ - 5676
7.09
-
-
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1.5m Span CH @ - 3718
4.03
-
-
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KM 6/000 - 7/000
5614.75
-
-
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1.5m Span Ch @ - 4360
0.41
-
-
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1.5m Span CH @ - 4795
0.41
-
-
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Km. 5/000 - 6/000
268.72
-
-
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1.5m Span CH @ - 2305
15
-
-
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1.5m Span CH @ - 7092
12
-
-
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1.5m Span CH @ - 7583
4.03
-
-
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1.5m Span CH @ - 7783
9.9
-
-
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1.5m Span CH @ - 7092
14.82
-
-
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1.5m Span CH @ - 4560
5.4
-
-
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KM 7/000 - 8/000
175.48
-
-
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1.5m Span CH @ - 6855
7.5
-
-
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Km. 6/000 - 7/000
1540.85
-
-
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1.5m Span CH @ - 7320
2.8
-
-
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1.5m Span CH @ - 5327
9.9
-
-
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1.5m Span CH @ - 2305
3.31
-
-
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CH @ 3658
61.56
-
-
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KM 3/200 - 4/000
442.45
-
-
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
-
-
-
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1.5m Span CH @ - 5980
4.03
-
-
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KM 2/000 - 3/000
192.77
-
-
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1.5m Span CH @ - 7320
0.41
-
-
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Ch.2700 - 2800 (Left Side)
81.21
-
-
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1.5m Span CH @ - 5060
86.66
-
-
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Provision for Cross Drainage Works 2.0m Culvert @ Ch. 3658,4050
-
-
-
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1.5m Span CH @ - 5980
21.42
-
-
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1.5m Span CH @ - 4418
51.03
-
-
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1.5m Span CH @ - 6014
0.41
-
-
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1.5m Span CH @ - 3020
15
-
-
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KM 6/000 - 7/000
5.62
-
-
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60 Cm Circular (Mandatory) sign Board
24
-
-
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1.5m Span CH @ -3070
12
-
-
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Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
-
-
-
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1.5m Span CH @ - 6760
9.9
-
-
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1.5m Span CH @ - 6014
4.03
-
-
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1.5m Span CH @ - 4795
2.8
-
-
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1.5m Span Ch @ - 4360
2.8
-
-
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1.5m Span CH @ - 2305
0.35
-
-
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1.5m Span CH @ - 320
0.35
-
-
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1.5m Span CH @ - 3863
12
-
-
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Ch.2600 - 2700 (Left Side)
120
-
-
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KM 8/000 - 8/200
5.62
-
-
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1.5m Span CH @ - 2305
2.8
-
-
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1.5m Span CH @ - 6855
2.8
-
-
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1.5m Span CH @ - 4795
21.42
-
-
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1.5m Span CH @ - 3863
18
-
-
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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed including centering and shuttering.
-
-
-
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KM 5/000 - 6/000
548.71
-
-
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KM 3/200 - 4/000
4475.08
-
-
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KM 5/000 - 6/000
5.62
-
-
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Km. 7/000 - 8/000
259.46
-
-
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KM 3/200 - 4/000
4475.08
-
-
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1.5m Span CH @ - 4795
7.5
-
-
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Km. 0/000 - 1/000
1519.67
-
-
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1.5m Span CH @ -3070
6.05
-
-
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Providing and Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per Drawing and MORD Technical Specification.
-
-
-
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1.5m Span CH @ - 3718
9.9
-
-
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Km : 0/000 - 8/200
8773.49
-
-
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For the Fourth Year from the date of
completion of work
1
-
-
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KM 8/000 - 8/200
119.5
-
-
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1.5m Span CH @ - 4418
3.97
-
-
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1.5m Span CH @ - 7583
0.41
-
-
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KM 0/200 - 1/000
3901.5
-
-
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1.5m Span CH @ - 5676
0.41
-
-
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1.5m Span CH @ - 2305
33.39
-
-
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1.5m Span CH @ - 4795
4.03
-
-
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1.5m Span CH @ - 6688
4.03
-
-
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1.5m Span CH @ - 6760
7.09
-
-
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1.5m Span CH @ -2800
12
-
-
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Km. 2/000 - 3/000
279.62
-
-
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1.5m Span CH @ - 320
2.8
-
-
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1.5m Span CH @ - 6855
9.9
-
-
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1.5m Span CH @ - 7092
18
-
-
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1.5m Span CH @ - 320
7.5
-
-
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1.5m Span CH @ - 7320
86.66
-
-
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1.5m Span CH @ - 7320
7.09
-
-
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KM 3/200 - 4/000
221.22
-
-
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CH @ 3658
2.8
-
-
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KM 0/00 - 1/000
3890.63
-
-
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1.5m Span CH @ - 3020
0.35
-
-
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1.5m Span CH @ - 5980
0.41
-
-
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1.5m Span CH @ - 6014
21.42
-
-
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1.5m Span CH @ - 5060
2.8
-
-
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Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
-
-
-
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1.5m Span CH @ -3070
4.5
-
-
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Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Above Sill)
-
-
-
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1.5m Span CH @ - 5030
21.42
-
-
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KM 4/000 - 5/000
274.92
-
-
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1.5m Span CH @ - 3020
90.63
-
-
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1.5m Span Ch @ - 4360
7.09
-
-
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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
-
-
-
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Km. 3/200 - 4/000
218.85
-
-
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Providing and Fixing 'Citizen information Board' of PMGSY Project
2
-
-
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CH @ 4050
5.4
-
-
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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For Stem as10% Rate for Centering Works
-
-
-
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Km. 1/000 - 2/000
38.38
-
-
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1.5m Span CH @ - 7783
7.09
-
-
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1.5m Span CH @ - 320
3.36
-
-
... More
CH @ 3658
7.5
-
-
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1.5m Span CH @ - 4560
7.5
-
-
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1.5m Span CH @ - 5030
51.03
-
-
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Wet mix macadam - Providing, laying,spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by dipper to site,laying in uniform layers with paver in subbase by base course on a wall prepared surface and compacting with vibratory roller to acheive the desired density.
-
-
-
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CH @ 3658
12
-
-
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1.5m Span CH @ - 5030
12
-
-
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1.5m Span CH @ - 3020
12
-
-
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1.5m Span CH @ - 5030
4.03
-
-
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
-
-
-
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KM 0/000 - 1/000
42.88
-
-
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KM 3/000 - 3/200
37.7
-
-
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Provision for Cross Drainage Works 1.5m Culvert @ Ch. 320,2305,2800,3020,3070,3718,3863,4360,4418,4560,4795,5030,5060,5327,5676,5980,6014,6688,6760,6855,7092,7320,7583,7783 - 24 NOS
-
-
-
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1.5m Span CH @ - 6855
86.66
-
-
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1.5m Span CH @ - 5060
18
-
-
... More
1.5m Span CH @ - 7092
86.66
-
-
... More
1.5m Span CH @ - 6688
21.42
-
-
... More
Maintenance of the road
-
-
-
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1.5m Span CH @ - 2305
7.5
-
-
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KM 0/200 - 1/000
3901.5
-
-
... More
1.5m Span CH @ - 320
14.82
-
-
... More
1.5m Span CH @ - 3863
7.5
-
-
... More
CH @ 3658
102.29
-
-
... More
1.5m Span CH @ - 2305
8.78
-
-
... More
1.5m Span CH @ - 5030
18
-
-
... More
1.5m Span CH @ - 3020
44.42
-
-
... More
1.5m Span CH @ - 3020
8.68
-
-
... More
1.5m Span CH @ - 5327
7.09
-
-
... More
1.5m Span CH @ - 5060
12
-
-
... More
1.5m Span CH @ - 6688
9.9
-
-
... More
1.5m Span CH @ - 5030
3.97
-
-
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CH @ 4050
12
-
-
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(ii) Ordinary Kilometer Stone (Precast)
8
-
-
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1.5m Span CH @ - 5327
17.87
-
-
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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.For Footings as 4% Rate for Centering Works
-
-
-
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1.5m Span CH @ - 320
33.39
-
-
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1.5m Span CH @ - 5030
2.8
-
-
... More
CH @ 4050
5.62
-
-
... More
1.5m Span CH @ - 6855
51.03
-
-
... More
Ch.2700 - 2800 (Left Side)
30.15
-
-
... More
1.5m Span CH @ - 4418
14.82
-
-
... More
1.5m Span CH @ - 4418
9.9
-
-
... More
Km. 5/000 - 6/000
1727.4
-
-
... More
CH @ 3658
4.25
-
-
... More
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
-
-
-
... More
1.5m Span CH @ - 7320
7.5
-
-
... More
1.5m Span CH @ - 7783
0.41
-
-
... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
-
-
-
... More
1.5m Span CH @ - 5676
21.42
-
-
... More
1.5m Span CH @ - 7092
7.09
-
-
... More
1.5m Span CH @ - 6014
7.5
-
-
... More
KM 3/000 - 3/200
754.05
-
-
... More
1.5m Span CH @ - 7092
21.42
-
-
... More
1.5m Span CH @ - 5060
4.03
-
-
... More
Km. 4/000 - 5/000
1625.19
-
-
... More
Km. 7/000 - 8/000
518.91
-
-
... More
Cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
-
-
-
... More
Km. 0/000 - 1/000
280.43
-
-
... More
1.5m Span CH @ - 3020
3.31
-
-
... More
1.5m Span CH @ - 6760
4.03
-
-
... More
KM 5/000 - 6/000
274.35
-
-
... More
KM 5/000 - 6/000
5566.83
-
-
... More
1.5m Span CH @ - 7783
2.8
-
-
... More
1.5m Span CH @ - 2305
54.18
-
-
... More
1.5m Span CH @ - 4418
12
-
-
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
-
-
-
... More
1.5m Span CH @ - 3718
5.4
-
-
... More
Providing and laying bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto lead of 1000m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical specification clause. 504.
-
-
-
... More
1.5m Span CH @ -3070
8.68
-
-
... More
Km. 1/000 - 2/000
281.25
-
-
... More
1.5m Span CH @ - 7583
5.4
-
-
... More
CH @ 3658
0.48
-
-
... More
1.5m Span CH @ - 3718
6.05
-
-
... More
Ch.2600 - 2700 (Left Side)
33
-
-
... More
Km. 5/000 - 6/000
537.43
-
-
... More
KM 8/000 - 8/200
59.75
-
-
... More
1.5m Span Ch @ - 4360
18
-
-
... More
1.5m Span CH @ - 7783
18
-
-
... More
1.5m Span CH @ - 6760
0.41
-
-
... More
1.5m Span CH @ - 3863
0.41
-
-
... More
KM 4/000 - 5/000
5581
-
-
... More
1.5m Span CH @ - 4418
2.8
-
-
... More
KM 0/200 - 1/000
5.62
-
-
... More
1.5m Span CH @ - 5030
86.66
-
-
... More
1.5m Span CH @ - 320
4.5
-
-
... More
1.5m Span CH @ - 6760
12
-
-
... More
KM 1/000 - 2/000
5.62
-
-
... More
KM 4/000 - 5/000
549.85
-
-
... More
KM 3/000 - 4/000
5.62
-
-
... More
KM 5/000 - 6/000
181.53
-
-
... More
1.5m Span CH @ - 6688
7.09
-
-
... More
CH @ 4050
4.25
-
-
... More
CH @ 3658
5.62
-
-
... More
1.5m Span CH @ -3070
15
-
-
... More
1.5m Span CH @ - 3718
0.41
-
-
... More
Towards the charges for routline
maintenance of the road work executed
under PMGSY including dressing of berms
by refilling the gully with the earth from
borrow pits, cleaning of wild seasonal
growth on berms, destilting of side drains
and CD works, white washing guard stones,
painting of KM, HM stones, parapets,
cutting of branches of trees, refixing
displaced guard stones, caution boards,
speed limit boards etc., with the periodicity
for the above activities as prescribed in IRCSP-
20:2002 and as directed by the
departmental officers except for the
constructional defects which has to be
rectified by the contractor at his own cost
-
-
-
... More
KM 8/000 - 8/200
1195
-
-
... More
1.5m Span Ch @ - 4360
4.03
-
-
... More
1.5m Span CH @ - 5030
14.82
-
-
... More
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For STEM as 10% Rate for Centering Works
-
-
-
... More
1.5m Span CH @ - 7092
51.03
-
-
... More
1.5m Span CH @ - 6014
5.4
-
-
... More
1.5m Span CH @ - 5980
7.5
-
-
... More
1.5m Span CH @ - 4418
18
-
-
... More
CH @ 3658
38.1
-
-
... More
KM 2/000 - 3/000
3877.2
-
-
... More
1.5m Span CH @ - 7320
21.42
-
-
... More
CH @ 4050
102.29
-
-
... More
1.5m Span CH @ - 5327
86.66
-
-
... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
... More
KM 7/000 - 8/000
271.81
-
-
... More
KM 6/000 - 7/000
5614.75
-
-
... More
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
-
-
-
... More
1.5m Span CH @ - 4418
4.03
-
-
... More
Reflector
100
-
-
... More
1.5m Span Ch @ - 4360
12
-
-
... More
90 Cm Equilateral triangle (Cautionary) sign Board
36
-
-
... More
1.5m Span CH @ - 5327
2.7
-
-
... More
1.5m Span CH @ -2800
18.82
-
-
... More
1.5m Span CH @ - 5060
0.41
-
-
... More
Chevron Signs 90 cm
3
-
-
... More
1.5m Span CH @ - 5676
7.5
-
-
... More
1.5m Span CH @ - 6688
51.03
-
-
... More
Ch.2600 - 2700 (Left Side)
54
-
-
... More
1.5m Span CH @ - 6688
3.97
-
-
... More
1.5m Span CH @ - 6688
86.66
-
-
... More
KM 2/000 - 3/000
47.08
-
-
... More
1.5m Span CH @ - 7783
12
-
-
... More
1.5m Span CH @ - 5327
3.97
-
-
... More
1.5m Span CH @ - 5327
51.03
-
-
... More
1.5m Span CH @ - 7783
4.03
-
-
... More
KM 2/000 - 3/000
5.62
-
-
... More
1.5m Span CH @ - 6855
21.42
-
-
... More
CH @ 3658
14.82
-
-
... More
1.5m Span CH @ - 5030
7.09
-
-
... More
1.5m Span CH @ - 7583
14.82
-
-
... More
1.5m Span CH @ - 7583
18
-
-
... More
1.5m Span CH @ - 7092
7.5
-
-
... More
KM 1/000 - 2/000
3750
-
-
... More
1.5m Span Ch @ - 4360
5.4
-
-
... More
1.5m Span CH @ - 4418
7.09
-
-
... More
1.5m Span CH @ - 6688
14.82
-
-
... More
Total for Road Works
-
-
-
... More
1.5m Span CH @ - 3863
86.66
-
-
... More
Ch.2600 - 2700 (Left Side)
45
-
-
... More
1.5m Span CH @ - 3718
18
-
-
... More
1.5m Span CH @ - 4795
5.4
-
-
... More
1.5m Span CH @ - 6760
3.97
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
... More
CH @ 3658
10.76
-
-
... More
1.5m Span CH @ - 7320
5.4
-
-
... More
1.5m Span CH @ - 4418
86.66
-
-
... More
1.5m Span CH @ - 6688
18
-
-
... More
KM 1/000 - 2/000
187.5
-
-
... More
Providing and fixing Name board
2
-
-
... More
KM 4/000 - 5/000
151.3
-
-
... More
1.5m Span CH @ -2800
15
-
-
... More
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel Shoulder)
-
-
-
... More
1.5m Span CH @ -3070
75.99
-
-
... More
1.5m Span CH @ - 5030
9.9
-
-
... More
1.5m Span CH @ - 7583
12
-
-
... More
CH @ 4050
14.82
-
-
... More
KM 7/000 - 8/000
5500
-
-
... More
1.5m Span CH @ - 3718
3.97
-
-
... More
1.5m Span CH @ - 5676
5.4
-
-
... More
For the First Year from the date of
completion of work
1
-
-
... More
1.5m Span CH @ - 3718
51.03
-
-
... More
1.5m Span CH @ - 3863
7.09
-
-
... More
1.5m Span CH @ -2800
2.8
-
-
... More
KM 3/200 - 4/000
4424.48
-
-
... More
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502
-
-
-
... More
Kilometre Stone
-
-
-
... More
1.5m Span CH @ - 4560
21.42
-
-
... More
CH @ 4050
38.1
-
-
... More
1.5m Span CH @ - 6760
51.03
-
-
... More
1.5m Span CH @ -3070
18.82
-
-
... More
CH @ 3658
11.69
-
-
... More
1.5m Span CH @ - 5676
12
-
-
... More
1.5m Span CH @ - 5327
21.42
-
-
... More
1.5m Span CH @ -2800
3.31
-
-
... More
Providing and Fixing 'Maintenance information Board' of PMGSY Project
2
-
-
... More
1.5m Span CH @ - 4560
7.09
-
-
... More
KM 8/000 - 8/200
1195
-
-
... More
1.5m Span CH @ -3070
2.7
-
-
... More
Clearing and Grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (i) (A) - By Manual Means (In Area of Non - Thorny Jungle)
-
-
-
... More
Providing and fixing of Retro Reflectorised Cautionary, Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09,Type IV Specification and Fixed over 1.5 mm thick Aluminium Sheet Fixed on back support Frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm below Ground Level etc Complete including 7 years warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 Specification (as per MORT & Spec. No. 801)
-
-
-
... More
CH @ 4050
0.48
-
-
... More
1.5m Span CH @ - 3718
12
-
-
... More
km. 8/000 - 8/200
41.84
-
-
... More
Km. 6/000 - 7/000
161.2
-
-
... More
KM 6/000 - 7/000
161.2
-
-
... More
KM 1/000 - 2/000
3750
-
-
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
-
-
-
... More
KM 4/000 - 5/000
5.62
-
-
... More
1.5m Span CH @ - 7583
51.03
-
-
... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
-
-
-
... More
Filter media behind abutment, wing wall and return wall complete as per drawing and Technical Specification
-
-
-
... More
1.5m Span CH @ - 4560
86.66
-
-
... More
1.5m Span CH @ - 5980
5.4
-
-
... More
1.5m Span CH @ - 3020
6.05
-
-
... More
1.5m Span CH @ - 7583
3.97
-
-
... More
1.5m Span CH @ - 5060
5.4
-
-
... More
Km. 7/000 - 8/000
2001.81
-
-
... More
1.5m Span CH @ - 6760
18
-
-
... More
1.5m Span CH @ - 5980
51.03
-
-
... More
1.5m Span CH @ - 5980
12
-
-
... More
KM 1/000 - 2/000
38.38
-
-
... More
1.5m Span CH @ - 7092
4.03
-
-
... More
1.5m Span CH @ - 6855
14.82
-
-
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
-
-
-
... More
(iii) 200 m stone (precast)
33
-
-
... More
1.5m Span CH @ -2800
7.5
-
-
... More
KM 7/000 - 8/000
5.62
-
-
... More
1.5m Span CH @ - 7783
51.03
-
-
... More
1.5m Span Ch @ - 4360
14.82
-
-
... More
1.5m Span CH @ - 7320
14.82
-
-
... More
1.5m Span CH @ - 4795
18
-
-
... More
1.5m Span CH @ - 320
10.36
-
-
... More
Ch.2700 - 2800 (Left Side)
80.4
-
-
... More
Km. 2/000 - 3/000
1570.61
-
-
... More
1.5m Span CH @ - 5676
3.97
-
-
... More
CH @ 3658
18
-
-
... More
1.5m Span CH @ - 7092
9.9
-
-
... More
1.5m Span CH @ - 6855
3.97
-
-
... More
Km. 4/000 - 5/000
151.3
-
-
... More
1.5m Span CH @ - 2305
12
-
-
... More
Km. 4/000 - 5/000
258.56
-
-
... More
1.5m Span CH @ - 5060
9.9
-
-
... More
1.5m Span CH @ - 320
12
-
-
... More
CH @ 4050
7.5
-
-
... More
1.5m Span CH @ - 3863
2.8
-
-
... More
1.5m Span CH @ - 4795
12
-
-
... More
1.5m Span CH @ - 7783
14.82
-
-
... More
1.5m Span Ch @ - 4360
3.97
-
-
... More
CH @ 3658
5.4
-
-
... More
1.5m Span Ch @ - 4360
51.03
-
-
... More
CH @ 4050
10.76
-
-
... More
1.5m Span CH @ - 4418
0.41
-
-
... More
1.5m Span CH @ - 6760
5.4
-
-
... More
Ch.2700 - 2800 (Left Side)
36.18
-
-
... More
1.5m Span CH @ - 3863
21.42
-
-
... More
km. 8/000 - 8/200
375.6
-
-
... More
1.5m Span CH @ - 7320
3.97
-
-
... More
Km. 0/000 - 1/000
42.88
-
-
... More
1.5m Span CH @ - 7320
51.03
-
-
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
-
-
-
... More
Km. 8/000 - 8/200
122.25
-
-
... More
1.5m Span CH @ - 7092
2.8
-
-
... More
Granular subbase- Gr.III ( Table 400.1) Construction of granular sub-base by providing will graded material, spreading in uniform layers with motar graded on prepared surface, mix in place method with rotavator at OMC,and compacting with Three wheel 80 - 100 KN static roller capacity to achieve the desired density, complete as per technical specifications clause 402.
-
-
-
... More
1.5m Span CH @ -3070
3.31
-
-
... More
1.5m Span Ch @ - 4360
9.9
-
-
... More
Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
-
-
-
... More
1.5m Span CH @ - 5327
12
-
-
... More
1.5m Span CH @ - 3863
4.03
-
-
... More
KM 2/000 - 3/000
385.54
-
-
... More
1.5m Span CH @ -2800
0.35
-
-
... More
1.5m Span CH @ - 5676
51.03
-
-
... More
1.5m Span CH @ - 7583
21.42
-
-
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
-
-
-
... More
1.5m Span CH @ - 6688
12
-
-
... More
1.5m Span CH @ - 7783
3.97
-
-
... More
Ch.2600 - 2700 (Left Side)
114.62
-
-
... More
Km. 1/000 - 2/000
1468.28
-
-
... More
KM 7/000 - 8/000
5500
-
-
... More
Providing and fixing of cautionary, mandatory and informatory sign board
-
-
-
... More
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
-
-
-
... More
Km. 2/000 - 3/000
47.08
-
-
... More
1.5m Span CH @ - 320
90.63
-
-
... More
1.5m Span CH @ - 6014
12
-
-
... More
CH @ 4050
11.69
-
-
... More
1.5m Span CH @ - 6760
14.82
-
-
... More
1.5m Span CH @ - 5327
18
-
-
... More
1.5m Span CH @ -2800
44.42
-
-
... More
KM 7/000 - 8/000
5436.2
-
-
... More
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
1
-
-
... More
STABILIZED AGGREGATE LAYER WITH RBI 81-Providing,laying&spreading select soil 50% (CBR 6) in base courses on a prepared surface,including mixing of 25% 22.4mm down aggregate,25% stone dust and 3% RBI-81 by mixing place with rotavator and grading with motar graded and compacting with 8-10 tonne vibratory compacted at OMC to the desired density as per specifications Morth 403
-
-
-
... More
Km. 7/000 - 8/000
259.46
-
-
... More
Ch.2700 - 2800 (Left Side)
22
-
-
... More
1.5m Span CH @ - 4560
0.41
-
-
... More
KM 6/000 - 7/000
5550.95
-
-
... More
1.5m Span CH @ - 6855
7.09
-
-
... More
1.5m Span CH @ -3070
17.87
-
-
... More
KM 0/000 - 0/200
129.38
-
-
... More
1.5m Span CH @ - 7783
5.4
-
-
... More
KM 8/000 - 8/200
1195
-
-
... More
1.5m Span CH @ - 7783
86.66
-
-
... More
Km. 6/000 - 7/000
553.33
-
-
... More
1.5m Span CH @ - 4560
3.97
-
-
... More
1.5m Span CH @ - 5030
0.41
-
-
... More
1.5m Span CH @ - 2305
3.36
-
-
... More
KM 5/000 - 6/000
5487.08
-
-
... More
1.5m Span CH @ -3070
44.42
-
-
... More
1.5m Span CH @ -3070
3.36
-
-
... More
1.5m Span CH @ - 5060
7.5
-
-
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
-
-
-
... More
Subgrade using improve the subgrade CBR 7 to 9-Construction of subgrade for 300mm depth by using picked material obtained from the existing surface by mechanical means and then adding 50% defict materials by using carted earth obtained from borrow pits with all lifts and leads, transporting to
-
-
-
... More
1.5m Span CH @ -2800
4.5
-
-
... More
KM 0/200 - 1/000
302.81
-
-
... More
CH @ 4050
18
-
-
... More
1.5m Span CH @ - 5060
3.97
-
-
... More
1.5m Span CH @ - 5327
4.03
-
-
... More
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
-
-
-
... More
1.5m Span CH @ - 5327
0.41
-
-
... More
1.5m Span CH @ - 6855
5.4
-
-
... More
1.5m Span CH @ - 6014
3.97
-
-
... More
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
-
-
-
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Using Borrow pit Earth)
-
-
-
... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
... More
Km. 4/000 - 5/000
270.71
-
-
... More
1.5m Span CH @ - 5060
14.82
-
-
... More
1.5m Span CH @ - 4418
7.5
-
-
... More
1.5m Span CH @ - 6760
86.66
-
-
... More
1.5m Span CH @ - 7320
9.9
-
-
... More
IMPROVEMENTS TO THE ROAD FROM OKKUPATTY TO ELUPPAKUDI (VIA) THAMARAKKI KM 0/000 - 8/200
-
-
-
... More
1.5m Span CH @ - 3020
17.87
-
-
... More
1.5m Span CH @ - 2305
90.63
-
-
... More
Construction of embankment using tractor with grader with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth)
-
-
-
... More
1.5m Span CH @ - 4560
18
-
-
... More
1.5m Span CH @ - 4560
14.82
-
-
... More
1.5m Span CH @ - 6855
4.03
-
-
... More
1.5m Span CH @ - 5060
51.03
-
-
... More
1.5m Span CH @ - 5980
3.97
-
-
... More
1.5m Span CH @ - 7092
5.4
-
-
... More
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed . For Footings as 4% Rate for Centering Works
-
-
-
... More
1.5m Span CH @ - 4560
12
-
-
... More
1.5m Span CH @ -2800
5.79
-
-
... More
1.5m Span CH @ - 2305
4.5
-
-
... More
1.5m Span CH @ - 320
8.78
-
-
... More
1.5m Span CH @ - 2305
14.82
-
-
... More
1.5m Span CH @ - 4560
51.03
-
-
... More
1.5m Span CH @ - 3863
9.9
-
-
... More
1.5m Span CH @ - 4795
9.9
-
-
... More
Km. 3/000 - 4/000
1636.34
-
-
... More
1.5m Span CH @ - 6014
2.8
-
-
... More
km. 8/000 - 8/200
52.5
-
-
... More
1.5m Span CH @ -2800
3.36
-
-
... More
1.5m Span CH @ - 3718
21.42
-
-
... More
1.5m Span CH @ - 6855
0.41
-
-
... More
1.5m Span CH @ - 5676
9.9
-
-
... More
1.5m Span CH @ - 3718
86.66
-
-
... More
1.5m Span CH @ - 3020
3.36
-
-
... More
1.5m Span CH @ - 6014
18
-
-
... More
1.5m Span CH @ - 7583
86.66
-
-
... More
1.5m Span CH @ - 5030
7.5
-
-
... More
1.5m Span CH @ - 3718
7.09
-
-
... More
1.5m Span CH @ - 4560
4.03
-
-
... More
KM 3/000 - 4/000
147.28
-
-
... More
Ch.2700 - 2800 (Left Side)
20.1
-
-
... More
KM 3/000 - 3/200
75.4
-
-
... More
Km. 7/000 - 8/000
175.48
-
-
... More
KM 1/000 - 2/000
375
-
-
... More
1.5m Span Ch @ - 4360
7.5
-
-
... More
KM 8/000 - 8/200
41.84
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
... More
1.5m Span CH @ - 320
54.18
-
-
... More
1.5m Span CH @ - 5676
14.82
-
-
... More
Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Below Sill)
-
-
-
... More
Km. 3/000 - 4/000
262.2
-
-
... More
KM 3/000 - 3/200
775.8
-
-
... More
1.5m Span CH @ - 4418
21.42
-
-
... More
1.5m Span CH @ - 5676
18
-
-
... More
KM 5/000 - 6/000
5566.83
-
-
... More
1.5m Span CH @ - 2305
10.36
-
-
... More
Km. 6/000 - 7/000
276.67
-
-
... More
1.5m Span CH @ - 6855
18
-
-
... More
1.5m Span CH @ - 7320
18
-
-
... More
1.5m Span CH @ - 3020
2.7
-
-
... More
1.5m Span CH @ - 3718
2.7
-
-
... More
1.5m Span CH @ -3070
0.35
-
-
... More
1.5m Span CH @ - 3863
51.03
-
-
... More
1.5m Span CH @ - 6688
5.4
-
-
... More
1.5m Span CH @ - 7092
0.41
-
-
... More
KM 4/000 - 5/000
5581
-
-
... More
Km. 8/000 - 8/200
61.13
-
-
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
-
-
-
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Km : 0/000 - 8/200
10154.5
-
-
... More
1.5m Span CH @ - 5676
2.8
-
-
... More
1.5m Span CH @ - 4560
9.9
-
-
... More
1.5m Span CH @ - 3020
4.5
-
-
... More
1.5m Span CH @ -2800
14.82
-
-
... More
1.5m Span CH @ - 3863
14.82
-
-
... More
km . 6/000 - 7/000
259.46
-
-
... More
KM 7/000 - 8/000
543.62
-
-
... More
KM 2/000 - 3/000
3877.2
-
-
... More
1.5m Span CH @ - 6014
51.03
-
-
... More
1.5m Span CH @ - 5030
5.4
-
-
... More
1.5m Span CH @ - 7583
7.09
-
-
... More
1.5m Span CH @ - 4795
14.82
-
-
... More
1.5m Span CH @ - 7783
21.42
-
-
... More
1.5m Span CH @ -2800
75.99
-
-
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
-
-
-
... More
1.5m Span CH @ - 6014
9.9
-
-
... More
For the Fifth Year from the date of
completion of work
1
-
-
... More
1.5m Span CH @ - 5980
18
-
-
... More
KM 3/000 - 4/000
775.8
-
-
... More
Km. 3/200 - 4/000
445.43
-
-
... More
Km. 3/000 - 4/000
147.29
-
-
... More
1.5m Span CH @ - 5980
14.82
-
-
... More
1.5m Span CH @ - 6760
21.42
-
-
... More
1.5m Span CH @ - 6014
14.82
-
-
... More
1.5m Span CH @ - 6855
12
-
-
... More
KM 4/000 - 5/000
5498.5
-
-
... More
1.5m Span CH @ - 3718
17.87
-
-
... More
1.5m Span CH @ - 7320
4.03
-
-
... More
KM 1/000 - 2/000
3750
-
-
... More
1.5m Span CH @ - 5980
9.9
-
-
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
-
-
-
... More
1.5m Span CH @ - 5327
5.4
-
-
... More
1.5m Span CH @ -3070
5.79
-
-
... More
1.5m Span CH @ - 4795
3.97
-
-
... More
1.5m Span Ch @ - 4360
21.42
-
-
... More
1.5m Span CH @ - 4795
51.03
-
-
... More
1.5m Span CH @ - 4560
2.8
-
-
... More
1.5m Span CH @ - 7320
12
-
-
... More
1.5m Span CH @ - 6014
7.09
-
-
... More
1.5m Span CH @ - 5980
2.8
-
-
... More
1.5m Span CH @ - 4795
86.66
-
-
... More
1.5m Span CH @ - 3863
3.97
-
-
... More
KM 0/000 - 6/800
204
-
-
... More
1.5m Span CH @ - 7583
9.9
-
-
Evaluation Notes How It Works ?
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Virudhunagar, Tamil Nadu