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 Date18 Jul 2024
Tender Amount₹ 2,04,72,000
Costs
EMD
₹ 4,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_133941_1Bid Award Id
ViewTender No
TN22191Tender 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
Km. 1/0 - 2/0
1282.06
-
-
Km. 2/0 - 3/0
1284.57
-
-
Km. 3/0 - 3/1
103.68
-
-
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) 'Km. 0/0 - 1/0
336.69
-
-
Km. 1/0 - 2/0
335.71
-
-
Km. 2/0 - 3/0
336.52
-
-
Km. 3/0 - 3/1
32.77
-
-
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). Km. 0/0 - 1/0
62.15
-
-
Providing and 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 a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Using Waste Plastic). Km. 0/0 - 1/0
189.16
-
-
Km. 1/0 - 2/0
186.51
-
-
Km. 2/0 - 3/0
187.45
-
-
Km. 3/0 - 3/1
23.06
-
-
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'Km. 0/0 - 0/1
414.38
-
-
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).'Km. 0/0 - 0/1
414.38
-
-
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 [MIX SEAL SURFACING USING WASTE Km. 0/0 - 1/0PLASTIC].
3792.08
-
-
Km. 1/0 - 2/0
3750
-
-
Km. 2/0 - 3/0
3759.72
-
-
Km. 3/0 - 3/1
471.78
-
-
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) 0/1-1/0
404.24
-
-
Km. 1/0 - 2/0
447.61
-
-
Km. 2/0 - 3/0
449.86
-
-
Km. 3/0 - 3/1
55.3
-
-
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. 0/1-1/0
3368.7
-
-
Km. 1/0 - 2/0
3730.12
-
-
Km. 2/0 - 3/0
3748.84
-
-
Km. 3/0 - 3/1
460.9
-
-
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)Specification. 0/1-1/0
3377.7
-
-
Km. 1/0 - 2/0
3750
-
-
Km. 2/0 - 3/0
3759.72
-
-
Km. 3/0 - 3/1
471.78
-
-
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. Specification. 0/1-1/0
2019.6
-
-
Km. 1/0 - 2/0
2238.07
-
-
Km. 2/0 - 3/0
2243.47
-
-
Km. 3/0 - 3/1
218.47
-
-
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. 'Km. 0/0 - 1/0
0.56
-
-
Km. 2/0 - 3/0
0.56
-
-
Km. 3/0 - 3/6
0.56
-
-
Construction of 1.5 m SPAN RCC Slab culvert at 1.5m Culvert @ Ch. 1124, 2300, 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 1.5m Culvert 1.5mCulvert @ Ch. 1124,
89.87
-
-
1.5mCulvert @ Ch. 2300,
89.87
-
-
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. 1.5m Culvert @ Ch. 1124
7.93
-
-
1.5mCulvert @ Ch. 2300,
7.93
-
-
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. 1.5m Culvert @ Ch. 1124
10.57
-
-
1.5mCulvert @ Ch. 2300,
10.57
-
-
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed . For Footings as 4% Rate for Centering Works 1.5m Culvert @ Ch. 1124
51.12
-
-
1.5mCulvert @ Ch. 2300,
51.12
-
-
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For STEM as 10% Rate for Centering Works 1.5m Culvert @ Ch. 1124
29.12
-
-
1.5mCulvert @ Ch. 2300,
29.12
-
-
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. 1.5m Culver 1124
3.36
-
-
1.5mCulvert @ Ch. 2300,
3.36
-
-
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. 1.5m Culvert @ Ch.1124
3.31
-
-
1.5mCulvert @ Ch. 2300,
3.31
-
-
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. 1.5m Culvert @ Ch. 244
0.35
-
-
1.5mCulvert @ Ch. 2300,
0.35
-
-
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab 1.5m Culvert @ Ch. 1124
15
-
-
1.5mCulvert @ Ch. 2300,
15
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab 1.5m Culvert @ Ch. 244
4.5
-
-
1.5mCulvert @ Ch. 2300,
4.5
-
-
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 1.5m Culvert @ Ch. 1124
12
-
-
1.5mCulvert @ Ch. 2300,
12
-
-
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. 1.5m Culvert @ Ch.244
9.25
-
-
1.5mCulvert @ Ch. 2300,
9.25
-
-
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. @ 1.5m Culvert at 3060m Removal of Pipes
7.5
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-
Removal of body wall
1.16
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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. Protective works@ 1.5m Culvert @ Ch. 3060
89.87
-
-
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. Protective works@ 1.5m Culvert @ Ch. 3060
7.93
-
-
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. Protective works at ch-3060
10.57
-
-
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed 1.5m Culvert @ Ch. 3060
51.12
-
-
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed 1.5m Culvert @ Ch. 3060
29.12
-
-
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed 1.5m Culvert @ Ch. 3060
3.36
-
-
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. 1.5m Culvert @ Ch. 3060
3.31
-
-
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. 1.5m Culvert @ Ch. 244
0.35
-
-
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab 1.5m Culvert @ Ch. 3060
15
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab 1.5m Culvert @ Ch. 3060
4.5
-
-
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 1.5m Culvert @ Ch. 3060
12
-
-
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. 1.5m Culvert @ Ch.3060
9.25
-
-
Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
620
-
-
Provision for Name Board
1
-
-
Provision for PMGSY Logo Board
3
-
-
Provision for Sign Board (1 curve =2Nos)
6
-
-
Provision for Chevron Sign Octogan Board (90cm)
2
-
-
Provision for Mandatory Sign Board
4
-
-
Provision for Reflector - Traffic signs (Near culverts & trees) - Star sign Sticker
20
-
-
Provision for Reflector
30
-
-
Provision for Citizen Board
1
-
-
Provision for MaintanenceBoard
1
-
-
Provision for KM Stone
3
-
-
Provision for HM Stone
12
-
-
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 For the First Year from the date of
completion of work
3.1
-
-
For the Second Year from the date of
completion of work
3.1
-
-
For the Third Year from the date of
completion of work
3.1
-
-
For the Fourth Year from the date of
completion of work
3.1
-
-
For the Fifth Year from the date of
completion of work
3.1
-
-
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)
1
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