Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date22 May 2018
Closing Date5 Jun 2018
Tender Amount₹ 33,45,000
Costs
EMD
₹ 67,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Dharmapuri Dt - Maintenane of the Road 3 Nos in Package No.TN04-152 of Morappur Block P152
Description
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Contact
Tender Id
2018_RDTN_63367_1Bid Award Id
ViewTender No
Roc.No.526/17/R2 Dt.03.04.2018P152Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
-
-
-
.Km 0/0 - 1/285
693.9
-
-
Providing and Laying Gravel to 100mm compacted thick including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achive the required proctor density at 100% compaction.
-
-
-
.Km 0/0 - 1/0
120
-
-
.Km 1/0-1/285
34.2
-
-
Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 50mm using 40mm IRC size HBG metal
-
-
-
.Km 0/0 - 1/0
2.05
-
-
.Km 1/0-1/285
0.38
-
-
Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25 mm using 13.20 mm IRC size HBG metal
-
-
-
.Km 0/0 - 1/0
4.5
-
-
.Km 1/0-1/285
1.71
-
-
Providing and laying TACK COAT over the BT surface using 3.00 Kg of bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
-
-
-
.Km 0/0 - 1/285
4843.53
-
-
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.
-
-
-
.Km 0/0 - 1/0
3774.78
-
-
.Km 1/0-1/285
1068.75
-
-
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
-
-
-
.Km 0/0 - 1/0
3774.78
-
-
.Km 1/0-1/285
1068.75
-
-
Provision for Hectameter Stones
5
-
-
Provision for Name Board
1
-
-
Provision for Sign Board
16
-
-
Provision for Citizen Information Board
1
-
-
Provision for Kilometer stone
1
-
-
Maintenance of road from Mookanoor - Harur road to Notchipatty (Via) Keragodahalli road Km.0/0-1/320 H/o.Keragodahalli
-
-
-
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.
-
-
-
.Km 0/0 -1/320
2376
-
-
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
-
-
-
.Km 0/0 -1/320
712.8
-
-
Providing and Laying Gravel to 100mm compacted thick including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achive the required proctor density at 100% compaction.
-
-
-
.Km 0/0 -1/0
120
-
-
.Km 1/0-1/320
38.4
-
-
Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 50mm using 40mm IRC size HBG metal
-
-
-
.Km 0/0 -1/0
3.91
-
-
Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25 mm using 13.20 mm IRC size HBG metal
-
-
-
.Km 0/0 -1/0
1.32
-
-
.Km 1/0-1/320
0.34
-
-
Providing and laying TACK COAT over the BT surface using 3.00 Kg of bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
-
-
-
.Km 0/0 -1/320
4962.78
-
-
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.
-
-
-
.Km 0/0 -1/0
3762.78
-
-
.Km 1/0-1/320
1200
-
-
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
-
-
-
.Km 0/0 -1/0
3762.78
-
-
.Km 1/0-1/320
1200
-
-
Provision for Kilometer stone
1
-
-
Provision for Hectameter Stones
5
-
-
Provision for Name Board
1
-
-
Provision for Cautionary Sign Board
6
-
-
Provision for Citizen Information Board
1
-
-
GST Amount for providing Service to Government Contract Works for the above RENEWAL Works. { GST Amount is the Total GST Amount for overall quoted amount 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
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