Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date19 Sep 2018
Closing Date28 Sep 2018
Tender Amount₹ 1,19,00,000
Costs
EMD
₹ 1,19,000Document 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
2018_RDTN_106229_1Bid Award Id
ViewTender No
Nagapattinam Dist/3609/TNRRIS-18-19/Pkg-31DTender 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
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Providing and laying 75mm compacted thick WBM Gr.II using 1 cum of 63mm to 11.2mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and consolidation by power roller and finishing has per MoRT&H 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental charges etc., complete for top layer.
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Km 0/0-1/0
178.04
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Km 1/0-1/330
72.94
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Providing and laying 75mm compacted thick WBM Gr.III using 1 cum of 63mm to 11.2mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and consolidation by power roller and finishing has per MoRT&H 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental charges etc., complete for top layer.
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Km 0/0-1/0
223.04
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Km 1/0-1/330
72.94
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Providing and laying tack coat over the WBM surface using 4.00 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 MoRT&H specification.
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Km 0/0-1/330
3946.5
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Providing and laying open graded premix carpet of 20 mm compacted thick using 0.18cum of 13.20 mm IRC size HBG machine crushed chips and 0.09 cum of 11.20 mm IRC HBG machine crushed chips with 14.6 Kg of bitumen for 10 sqm of premix carpet including laying of seal coat type ‘A’ over the premix carpet using 0.09 cum of 6.7mm IRC size HBG machine crushed chips with 9.8 Kg of bitumen per 10 sqm including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling seperately as per MoRT&H specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant power roller 80 – 100 KN capacity and all other tools and plants employed therefore etc., complete.
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Km 0/0-1/0
2973.9
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-
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Km 1/0-1/330
972.6
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-
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Providing and laying gravel including cost and conveyance of gravel from approved sources to worksite and stocking on road side to departmental metric gauge for premeasurement as directed including labour for spreading and compacting etc., complete as per MORD specifications No. 400.
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Km 0/0-1/0
123.91
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Km 1/0-1/330
40.52
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Construction of Retaining Wall @ ch 0/490-0/537, 0/640-0/677, 0/847-0/883, 0/960-0/999
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Earthwork excavation in all classes of soils except hard rock requiring blasting & depositing on bank with all leads and lifts as per SS20B,including cost of all labour, equipments and all incidental charges such as providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal,removal of all logs, bracing & and their subsequent and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc.,complete as per relevent standard specification for Pipe culvert
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Ch 0/490-0/537
61.05
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-
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Ch 0/640-0/677
51.15
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Ch 0/847-0/883
44.55
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-
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Ch 0/960-0/999
51.15
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Supplying and Filling foundation and basement with filling sand in layers not more than15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
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Ch 0/490-0/537
5.55
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-
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Ch 0/640-0/677
4.65
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-
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Ch 0/847-0/883
4.05
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-
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Ch 0/960-0/999
4.65
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-
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Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
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-
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Ch 0/490-0/537
5.55
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-
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Ch 0/640-0/677
4.65
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-
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Ch 0/847-0/883
4.05
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-
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Ch 0/960-0/999
4.65
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-
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Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.Below sill
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Ch 0/490-0/537
94.34
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Ch 0/640-0/677
79.03
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-
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Ch 0/847-0/883
57.84
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-
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Ch 0/960-0/999
79.03
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-
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Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. For shuttering.
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Ch 0/490-0/537
193.61
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Ch 0/640-0/677
162.17
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Ch 0/847-0/883
137.1
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-
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Ch 0/960-0/999
162.17
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-
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Construction of 1.50 m Slab Culvert @ Ch 0/372, 0/581, 0/847, 1/002, 1/215
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-
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Earthwork excavation in all classes of soils except hard rock requiring blasting & depositing on bank with all leads and lifts as per SS20B,including cost of all labour, equipments and all incidental charges such as providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal,removal of all logs, bracing & and their subsequent and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc.,complete as per relevent standard specification for Pipe culvert
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CH-0/372, 0/581, 0/847
283.71
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-
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CH-1/002, 1/215
189.14
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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm .Thick well ramed, watered and compacted Complete complying with stanard specification.
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-
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CH-0/372,0/581, 0/847
30.96
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CH-1/00, 1/215
20.64
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-
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Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
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-
-
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CH-0/372, 0/581, 0/847
30.96
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CH-1/002, 1/215
20.64
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-
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Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. Below Sill
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CH-0/372, 0/581, 0/847
236.49
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-
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CH-1/002, 1/215
157.66
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-
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Cement concrete 1:2:4 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. Above Sill
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-
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CH-0/372, 0/581, 0/847
10.08
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CH-1/002, 1/215
6.72
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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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CH-0/372, 0/581, 0/847
9.93
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CH-1/002, 1/215
6.62
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Supply and fabrication of Fe 415 & Fe240 steel required for all RCC items of works involved in the schedule including cost of steel at site including cost of fabrication, labour charges for cleaning the rods strengthening, cutting bending,tying grills, including overlaping to the required length wherever necessary and placing the 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 including suitable anticorrosive treatment.
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CH-0/372, 0/581, 0/847
0.89
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-
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CH-1/002, 1/215
0.6
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-
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Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. For shuttering.
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CH-0/372, 0/581, 0/847
460.02
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CH-1/002, 1/215
306.68
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-
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Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. For Centering
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CH-0/372, 0/581, 0/847
75.99
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-
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CH-1/002, 1/215
50.66
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-
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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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-
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CH-0/372, 0/581, 0/847
46.23
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-
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CH-1/002, 1/215
30.82
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Provision Bituimen Pad etc, Complete
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CH-0/372, 0/581, 0/847
45
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-
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CH-1/002, 1/215
30
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Provision Weepholes Pad etc, Complete
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CH-0/372, 0/581, 0/847
36
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CH-1/002, 1/215
24
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Provision For KM Stone etc,Complte
1
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Provision For HM Stone etc,Complte
6
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Provision For Sign Board etc,Complte
3
-
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Provision For Name Board etc,Complte
1
-
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02. Strenthening of Madapuram to manmalai road km 0/0-1/112 Madapuram Pt.
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Providing and laying 75mm compacted thick WBM Gr.II using 1 cum of 63mm to 11.2mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and consolidation by power roller and finishing has per MoRT&H 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental charges etc., complete for top layer.
-
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-
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Km 0/0-1/0
204.75
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-
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Km 1/0-1/112
17.33
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-
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Providing and laying 75mm compacted thick WBM Gr.III using 1 cum of 63mm to 11.2mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and consolidation by power roller and finishing has per MoRT&H 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental charges etc., complete for top layer.
-
-
-
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Km 0/0-1/0
204.75
-
-
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Km 1/0-1/112
17.33
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-
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Providing and laying tack coat over the WBM surface using 4.00 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 MoRT&H specification.
-
-
-
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Km 0/0-1/112
2961
-
-
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Providing and laying open graded premix carpet of 20 mm compacted thick using 0.18cum of 13.20 mm IRC size HBG machine crushed chips and 0.09 cum of 11.20 mm IRC HBG machine crushed chips with 14.6 Kg of bitumen for 10 sqm of premix carpet including laying of seal coat type ‘A’ over the premix carpet using 0.09 cum of 6.7mm IRC size HBG machine crushed chips with 9.8 Kg of bitumen per 10 sqm including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling seperately as per MoRT&H specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant power roller 80 – 100 KN capacity and all other tools and plants employed therefore etc., complete.
-
-
-
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Km 0/0-1/0
2730
-
-
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Km 1/0-1/112
231
-
-
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Providing and laying gravel including cost and conveyance of gravel from approved sources to worksite and stocking on road side to departmental metric gauge for premeasurement as directed including labour for spreading and compacting etc., complete as per MORD specifications No. 400.
-
-
-
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Km 0/0-1/0
36.4
-
-
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Km 1/0-1/112
3.08
-
-
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Provision For KM Stone etc,Complte
1
-
-
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Provision For HM Stone etc,Complte
4
-
-
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Provision For Sign Board etc,Complte
3
-
-
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Provision For Name Board etc,Complte
1
-
-
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03. Strenthening of Sankaranpandal of Keela uthirangudi km 0/0-0/880 Sankaranpandal Pt.
-
-
-
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Earthwork excavating & depositing on bank with initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum, gravel, stoney earth and earth mixed with small size boulders SS 20 A including laying and spreading in layers of 250 mm loose thick each , sectioning , watering and compacting etc, complete as per MOST 301 - 305.
158.4
-
-
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Picking the existing BT Surface 50 to 100mm deep and cearing away the materials not fit for the use and including all labour charges etc.
1089
-
-
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Providing and laying 75mm compacted thick WBM Gr.III using 1 cum of 63mm to 11.2mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and consolidation by power roller and finishing has per MoRT&H 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental charges etc., complete for top layer.
-
-
-
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Km 0/0-0/880
247.5
-
-
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Providing and laying tack coat over the WBM surface using 4.00 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 MoRT&H specification.
-
-
-
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Km 0/0-0/880
3300
-
-
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Providing and laying open graded premix carpet of 20 mm compacted thick using 0.18cum of 13.20 mm IRC size HBG machine crushed chips and 0.09 cum of 11.20 mm IRC HBG machine crushed chips with 14.6 Kg of bitumen for 10 sqm of premix carpet including laying of seal coat type ‘A’ over the premix carpet using 0.09 cum of 6.7mm IRC size HBG machine crushed chips with 9.8 Kg of bitumen per 10 sqm including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling seperately as per MoRT&H specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant power roller 80 – 100 KN capacity and all other tools and plants employed therefore etc., complete.
-
-
-
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Km 0/0-0/880
3300
-
-
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Providing and laying gravel including cost and conveyance of gravel from approved sources to worksite and stocking on road side to departmental metric gauge for premeasurement as directed including labour for spreading and compacting etc., complete as per MORD specifications No. 400.
-
-
-
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Km 0/0-0/880
52.8
-
-
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Construction of Retaining Wall
-
-
-
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Earthwork excavation in all classes of soils except hard rock requiring blasting & depositing on bank with all leads and lifts as per SS20B,including cost of all labour, equipments and all incidental charges such as providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal,removal of all logs, bracing & and their subsequent and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc.,complete as per relevent standard specification for Pipe culvert
57.6
-
-
... More
Supplying and Filling foundation and basement with filling sand in layers not more than15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
11.52
-
-
... More
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
7.68
-
-
... More
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.Below sill
83.34
-
-
... More
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. For shuttering.
130.43
-
-
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Provision For HM Stone etc,Complte
4
-
-
... More
Provision For Sign Board etc,Complte
1
-
-
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Provision For Name Board etc,Complte
1
-
-
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GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
1
-
-
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