Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 May 2024
Closing DateCancelled
Tender Amount₹ 1,43,46,000
Costs
EMD
₹ 2,87,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_133851_1Tender No
TN12196Tender 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
Picking BT Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical specification clause 301.5
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Km 0/0-2/0 & 2/320 -3/600
4081.19
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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
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Km 0/000-1/000
33.87
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Km 1/000-2/000
46.76
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Km 2/320-3/000
38.98
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Km 3/000-3/600
27.32
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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)
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Km 0/000-1/000
33.87
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Km 1/000-2/000
46.76
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Km 2/320-3/000
38.98
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Km 3/000-3/600
27.32
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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.(subgrade using cut earth)
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Km 0/000-1/000
404.15
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Km 1/000-2/000
389.35
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Km 2/320-3/000
373.87
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Km 3/000-3/600
200.92
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Gravel Shoulder
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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
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Km 0/000-1/000
560.48
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Km 1/000-2/000
561.23
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Km 2/320-3/000
379.24
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Km 3/000-3/600
335.59
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Wet Mix Macadam
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Providing laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with wate at OMC in machanical mix plant carraige of mixed material by tipper to site, laying in uniform layers with paver in sub base / base course on a wall prepared surface and compacting with vibratory roller to achieve the desired density
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Km 0/000-1/000
142.97
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Km 1/000-2/000
187.5
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Km 2/320-3/000
104.12
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Km 3/000-3/600
145.31
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Prime Coat
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Providing and applying Prime coat with bitumen emulsion (SS-1) on prepared surfce of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical as per Technical Specification Clause 502.
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Km 0/000-1/000
1143.75
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Km 1/000-2/000
1500
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Km 2/320-3/000
832.86
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Km 3/000-3/600
1162.5
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Tack Coat
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.
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Km 0/000-1/000
3862.5
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Km 1/000-2/000
3781.64
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Km 2/320-3/000
2582.4
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Km 3/000-3/600
2391.43
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BITUMINUS MACADAM
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Providing, 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 rolle to achive the desired compaction as per technical specification clause 504
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Km 0/000-1/000
192.45
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Km 1/000-2/000
188.66
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Km 2/320-3/000
128.03
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Km 3/000-3/600
118.93
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Mix Seal Surfacing (25mm thick MSS using Plastic Waste)
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Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
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Km 0/000-1/000
3862.5
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Km 1/000-2/000
3781.64
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Km 2/320-3/000
2582.4
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Km 3/000-3/600
2391.43
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Rumble Strips
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Provision of 15 nos. 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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Km 0/000-1/000
5.62
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Km 1/000-2/000
5.62
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Km 2/320-3/000
5.62
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Km 3/000-3/600
5.62
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Providing and fixing Name Board
1
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Providing and fixing Logo Board of PMGSY Project
3
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Providing and fixing Citizen Information Board of PMGSY Project
1
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Providing and fixing Maintanence Information Board of PMGSY Project
1
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Providing and fixing of cautionary, mandatory and informatory sign board
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 1.50mm 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 M15 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 6.90 of IRC 67-2010
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60 Cm Equilateral triangle (Cautionary) Sign Board
6
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60 Cm Circular (Mandatory) Sign Board
13
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Chevron Signs 90 Cm Octogon (Curves)
5
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Reflector ( near culverts & trees )
40
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Road marking with hot applied thermo plastic compound
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Km 0/000-4/135
656
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KM Stone
Reinforced cement concrete M15 grade kilometer stone\local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specication clause 1703
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Ordinary KM stone (Precast)
3
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200m stone (Precast)
13
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Construction of 1.00 span RCC Slab Culvert @ Ch.2340m.
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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 nessery, sorting the dismantled material, disposal of unervicable material and stacking the serviceable material with all lift and lead of 1000m as per technical specifications clause 202.
2.8
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, Including disposal of unervicable material and stacking the serviceable material with all lift and lead of 1000m as per technical specifications clause 202.
14.82
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Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry works as per technical Specification clause 202
7.5
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Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved material
11.7
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Supplying and filling foundation and basement with filling sand in layers not more than 15cm thick well rammed watered and compacted complete complying with standard specification
1.56
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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., complying with standard specifications and as directed
3.12
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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., complying with standard specifications and as directed (Below sill)
5.51
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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., complying with standard specifications and as directed (Above sill)
7.88
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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., complying with standard specifications and as directed (20mm metal)
0.45
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Cement concrete 1:1.5:3 mix using 20mm & 10mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabrication charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claming extra as directed by the departmental officers complete complying with standard specifications
2.4
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Supplying and Fabricating and placing in position TMT steel or Ribbed Tor Steel for all Reinforced cement concrete works as per the design given including cost steel and binding wire in all floors etc, Complete complying with standard specification. (TMT rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate), the binding wire shall be supplied by the contractor
0.14
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Providing and fixing 20mm thick Compressible fiber board in expansion joint complete as per Drawing and MORD Technical specification.
15
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Construction of 1.00 span RCC Slab Culvert @ Ch.2640m.
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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 nessery, sorting the dismantled material, disposal of unervicable material and stacking the serviceable material with all lift and lead of 1000m as per technical specifications clause 202.
2.8
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, Including disposal of unervicable material and stacking the serviceable material with all lift and lead of 1000m as per technical specifications clause 202.
14.82
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Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry works as per technical Specification clause 202
7.5
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Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved material
11.7
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Supplying and filling foundation and basement with filling sand in layers not more than 15cm thick well rammed watered and compacted complete complying with standard specification
1.56
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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., complying with standard specifications and as directed
3.12
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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., complying with standard specifications and as directed (Below sill)
5.51
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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., complying with standard specifications and as directed (Above sill)
7.88
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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., complying with standard specifications and as directed (20mm metal)
0.45
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Cement concrete 1:1.5:3 mix using 20mm & 10mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabrication charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claming extra as directed by the departmental officers complete complying with standard specifications
2.4
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Supplying and Fabricating and placing in position TMT steel or Ribbed Tor Steel for all Reinforced cement concrete works as per the design given including cost steel and binding wire in all floors etc, Complete complying with standard specification. (TMT rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate), the binding wire shall be supplied by the contractor
0.14
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Providing and fixing 20mm thick Compressible fiber board in expansion joint complete as per Drawing and MORD Technical specification.
15
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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
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For the First Year from the date of
completion of work
1
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For the Second Year from the date of
completion of work
1
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For the Third Year from the date of
completion of work
1
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For the Fourth Year from the date of
completion of work
1
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For the Fifth Year from the date of
completion of work
1
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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)
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