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 Date3 Jul 2024
Tender Amount₹ 1,34,97,000
Costs
EMD
₹ 2,70,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_134049_1Bid Award Id
ViewTender No
TN3706Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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Documents
BOQ Items
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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Km : 2/285 - 5/300
3760.87
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Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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Km. 2/285 - 3/0
854.09
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Km. 3/0 - 4/0
1202.31
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Km. 4/0 - 5/0
1189.5
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Km. 5/0 - 5/300
361.46
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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 (Gravel Shoulder)
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Km. 2/285 - 3/0
402.19
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Km. 3/0 - 4/0
562.5
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Km. 4/0 - 5/0
560.87
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Km. 5/0 - 5/300
166.84
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Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 (WMM).
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Km. 2/285 - 2/4
68.9
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Providing and applying Prime Coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. (i) Low Porosity
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Km. 2/285 - 2/4
459.38
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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 (ii).
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Km. 2/285 - 2/4
459.38
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Providing, laying and rolling of Open-Graded Premix Surfacing material of 20 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. 2/285 - 3/0
2709.38
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Km. 3/0 - 4/0
3847.97
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Km. 4/0 - 5/0
3909.94
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Km. 5/0 - 5/300
1125
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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. (ii) Bitumen (S-65)
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Km. 2/285 - 3/0
2709.38
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Km. 3/0 - 4/0
3847.97
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Km. 4/0 - 5/0
3909.94
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Km. 5/0 - 5/300
1125
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Construction of Sub base & Base by way of using blended material comprising of 60% Available soil of CBR 5; 40% GSB Material, Grade B; 3% Cement by weight of soil; 1kg of Terrasil or Equivalent per cum & 1kg of Zycobond or Equivalent per cum; Mechanically blended using a Rotavator at Optimum Moisture Content; laid in Two layers of Equivalent Depth each and duly compacted with Static Roller Including Maintaining the Camber as per specifications. Complete job, finished work to be measured. (ref: MORD sl.no4.11-(i) page no.4-20)
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Km. 2/4 - 3/0
270
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Km. 3/0 - 4/0
461.75
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Km. 4/0 - 5/0
467.88
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Km. 5/0 - 5/300
133.47
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Providing and applying Primer Coat with cationic bitumen emulsion(water based) modified with Nanotechnology based Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) qualifying as per the test, on prepared surface of granular base including cleaning of road surface and prime coat-mix made using 100 part Cationic Bitumen Emulsion (Grade CSS-1) and 200 parts of Nanotechnology Solution (1 kg Terraprime :200 liter water (≤1000ppm TDS) and spraying at the rate of 1.35 Kg/sqm using mechanical means as per Technical Specification.
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Km. 2/4 - 3/0
2250
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Km. 3/0 - 4/0
3847.97
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Km. 4/0 - 5/0
3899.06
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Km. 5/0 - 5/300
1112.25
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Providing and applying Tack-coat with cationic bitumen emulsion (CRS-1) in mixing ratio of 0.014 part Nanotechnology based Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) : 1 part water (1000 ppm TDS) : 1 part cationic bitumen emulsion and spraying using emulsion distributor at the rate of 1.2 times of conventional spray rate 0.275 Kg per sqm (i.e 0.33 kg/sqm) on the prepared new bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 .(ref:Mord pg.no 5-4)
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Km. 2/4 - 3/0
2250
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Km. 2/4 - 3/0
3847.97
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Km. 4/0 - 5/0
3909.94
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Km. 5/0 - 5/300
1125
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Waterproofing of the shoulder surface by spraying 1kg of Terrasil or Equivalent and 1kg of Zycobond or Equivalent in the ratio of 1:1:200 with Potable Water and spraying on the surface @ 3ltrs/sqm and compacting with a static roller. Complete job, finished work to be measured.
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Km. 2/4 - 3/0
2250
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Km. 3/0 - 4/0
3750
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Km. 4/0 - 5/0
3739.12
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Km. 5/0 - 5/300
1112.25
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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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Km. 3/0 - 4/0
3.38
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Km. 4/0 - 5/0
4.5
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Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
133
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Provision for Road Marker/ Road stud with lens Reflector
140
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Provision for Name Board
1
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Provision for PMGSY Logo Board
3
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Provision for Sign Board (1 curve =2Nos)
28
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Provision for Chevron Sign Octogan Board (90cm)
2
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Provision for 60 cm Circle(Mandatory Sign Baoard)
4
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Provision for Reflector - Traffic signs (Near culverts & trees) - Star sign Sticker
8
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Provision for Citizen Information Board
1
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Provision for Maintenance Board
1
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Provision for KM Stone
3
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Provision for HM Stone
12
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2.0mCulvert @ Ch. 5213,
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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 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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Causeway at : 5219
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Removal of Wearing Coat & CC
75
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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.
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2.0mCulvert @ Ch. 5213,
91.73
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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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2.0mCulvert @ Ch. 5213,
8.1
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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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2.0mCulvert @ Ch. 5213,
10.79
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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 directedFor Footings as 4% Rate for Centering Works
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2.0mCulvert @ Ch. 5213,
52.62
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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 directedFor Stem as10% Rate for Centering Works
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2.0mCulvert @ Ch. 5213,
33.96
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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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2.0mCulvert @ Ch. 5213,
3.54
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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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2.0mCulvert @ Ch. 5213,
4.68
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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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2.0mCulvert @ Ch. 5213,
0.48
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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
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2.0mCulvert @ Ch. 5213,
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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2.0mCulvert @ Ch. 5213,
4.5
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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
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2.0mCulvert @ Ch. 5213,
12
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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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2.0mCulvert @ Ch. 5213,
9.25
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Maintenance Towards the charges for routline maintenance of the road work executed under MGSMT 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 IRC-SP-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
3.02
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For the Second Year from the date of cpmpletion of work
3.02
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For the Third Year from the date of completion of work
3.02
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For the Fourth Year from the date of completion of work
3.02
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For the Fifth Year from the date of completion of work
3.02
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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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