Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date9 Jan 2019
Closing Date19 Jan 2019
Tender Amount₹ 3,05,300
Costs
EMD
₹ 2,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMAH_72075_4Bid Award Id
ViewTender No
06/2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
SHW 258 TO SAWANGI
2400
5400
2.25
HALADGAON TO SHIVANI SEVA
3000
6750
2.25
Construction of Modified Penetration Macadam 50 mm thick over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (Item No. 5.5 (A) / P.No. 27)Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.( Item No. 5.2 (ii) / P. No. 26)
-
-
-
NIMBHA TO KINHI
91.2
18194
199.5
SHW 264 TO TASS
194.72
37775
194
SHW 258 TO SAWANGI
174.78
36965
211.5
HALADGAON TO SHIVANI SEVA
161.95
33807
208.75
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. (Item.No. 5.9 (I) (i) / P.No. 28)Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.( Item No. 5.2 (i) / P. No. 26)
-
-
-
NIMBHA TO KINHI
91.2
13812
151.45
SHW 264 TO TASS
194.72
28935
148.6
SHW 258 TO SAWANGI
174.78
27405
156.8
HALADGAON TO SHIVANI SEVA
186.25
28989
155.65
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 (Item No. 5.12 (B) (II) (i) / P.No. 29)
-
-
-
NIMBHA TO KINHI
91.2
4427
48.55
SHW 264 TO TASS
194.72
9307
47.8
SHW 258 TO SAWANGI
174.78
8677
49.65
HALADGAON TO SHIVANI SEVA
186.25
9172
49.25
Maintenance of Earthen shoulder (filling with fresh selected soil)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 (SOR Item No. 15.2 (1)/ P. No. 56)
-
-
-
NIMBHA TO KINHI
49.5
2009
40.6
SHW 264 TO TASS
79.5
3227
40.6
SHW 258 TO SAWANGI
95
3857
40.6
HALADGAON TO SHIVANI SEVA
101
4100
40.6
Maintenance of Earhen shoulder (stripping of excess soil)Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 (SOR Item No.15.2 (2)/ P No.56)
-
-
-
NIMBHA TO KINHI
242.2
3778
15.6
SHW 264 TO TASS
240.1
3745
15.6
SHW 258 TO SAWANGI
315.75
4925
15.6
HALADGAON TO SHIVANI SEVA
279.75
4364
15.6
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