Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 May 2024
Closing Date23 Jul 2024
Tender Amount₹ 3,06,64,000
Costs
EMD
₹ 6,14,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_134391_1Bid Award Id
ViewTender No
TN15247Tender 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
Scarifying the existing bituminous road surface to a depth of 150 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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in Km. 0/0-4/234
5281.12
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Construction of embankment with approved materials obtained from Borrow pits with a lift upto 1.5m transporting to site, spreading, grading to requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
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in Km. 0/0-4/234
5427.56
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Construction of embankment using tractor 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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in Km. 0/0 - 1/0
558.9
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in Km. 1/0 - 2/0
560.87
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in Km. 2/0 - 3/0
554.34
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in Km. 3/0 - 3/6
337.5
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in Km. 4/15 - 4/234
355
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Providing layer spreading and compacting graded stone aggregate to wet mix macadam specifaction inculding premixing the material with water at OMC in mechanical mixer Pug mill carring 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 100 KN weight to achieve the desired density inculding lighting.
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in Km. 0/0 - 1/0
582.11
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in Km. 1/0 - 2/0
569.66
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in Km. 2/0 - 3/0
554.34
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in Km. 3/0 - 3/6
340.71
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in Km. 4/15 - 4/234
368.45
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Providing and applying primer 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
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in Km. 0/0 - 1/0
3880.73
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in Km. 1/0 - 2/0
3797.7
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in Km. 2/0 - 3/0
3695.62
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in Km. 3/0 - 3/6
2271.41
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in Km. 4/15 - 4/234
2456.26
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Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 502.
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in Km. 0/0 - 1/0
3904.73
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in Km. 1/0 - 2/0
3808.58
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in Km. 2/0 - 3/0
3750
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in Km. 3/0 - 3/6
2271.41
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in Km. 4/15 - 4/234
2467.14
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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 6%)
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in Km. 0/0 - 1/0
194.04
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in Km. 1/0 - 2/0
189.89
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in Km. 2/0 - 3/0
184.78
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in Km. 3/0 - 3/6
113.57
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in Km. 4/15 - 4/234
122.82
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Mix Seal Surfacing Using Waste Plastic:-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 510
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in Km. 0/0 - 1/0
3904.73
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in Km. 1/0 - 2/0
3808.58
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in Km. 2/0 - 3/0
3750
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in Km. 3/0 - 3/6
2271.41
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in Km. 4/15 - 4/234
2467.14
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Provision of Rumble Strips with premix Bituminous carpet Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint.
Rumble Strips = 3 X 3.75 X 0.25 = 2.81
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in Km. 0/0 - 1/0
5.62
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in Km. 1/0 - 2/0
5.62
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in Km. 2/0 - 3/0
5.62
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in Km. 3/0 - 3/6
2.81
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in Km. 4/15 - 4/234
2.81
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Painting lines, dashes, arrows, etc., on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/ concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification clause 1702
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in Km. 0/0 - 4/40
846.8
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Providing and fixing Name board
1
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Providing and Fixing 'Logo' 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 'Maintenance information Board' of PMGSY Project
1
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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 1.5mm thick Aluminium Sheet fixed on back support Frame of 25mm x 25mm x 3mm 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 warrenty for the Retro Reflective Sheeting as per Clause 6.9 of IRC 67 - 2010 Specification ( as per MORTH & Speccification no : 801 )
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90CM Equilateral Trainagle (Cautinary) Sign Board
18
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chevron sign 90cm octogon
2
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Reflector
18
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
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(ii) Ordinary Kilometer Stone (Precast)
3
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(iii) 200 m stone (precast)
21
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Sub Estimates for CC Pavement
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Protective work km 2/0-3/0
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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Protective wall @ ch.2385m
159.9
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Cement concrete 1 : 2.5 : 5 mix using M15 Grade HBG metal , including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.for foundation
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Protective wall @ ch.2385m
39.98
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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., complete complying with standard specifications and as directed.
Below Ground level Footing
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Below Ground level Footing Protective wall @ ch.2385m
101.48
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Above Ground level Footing Protective wall @ ch.2385m
207.56
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Providing Weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 2(H) towards drawing face complete as per drawing and technical specification.
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Protective wall @ ch.2385m
308
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Protective work km 3/0-4/0
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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Protective wall @ ch.3150m
141.06
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Cement concrete 1 : 2.5 : 5 mix using M15 Grade HBG metal , including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.for foundation
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Protective wall @ ch.3150m
35.27
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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., complete complying with standard specifications and as directed.
Below Ground level Footing
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Below Ground level Footing Protective wall @ ch.3150m
90.5
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Above Ground level Footing Protective wall @ ch.3150m
217.39
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Providing Weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 2(H) towards drawing face complete as per drawing and technical specification.
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Protective wall @ ch.3150m
340
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Construction of 5.0 m RCC Slab culvert ch.955
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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Culvert @ ch.955m
118.43
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Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 15 (1:2.5:5)
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Culvert @ ch.955m
15.28
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Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 20 ( 1:2:4) Below sill
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Culvert @ ch.955m
76.06
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Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 20 ( 1:2:4) Below sill.(Above Sill Level)
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Culvert @ ch.955m
63.63
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Supplying, Fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202
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Culvert @ ch.955m
2.37
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Providing and laying Concrete for Reinforced Concrete in Super structure complete as per drawings and MORD technical specification Clauses 800,1205.4 & 1205.5 (RCC M25)
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Culvert @ ch.955m
18.71
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Providing Weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 2(H) towards drawing face complete as per drawing and technical specification.
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Culvert @ ch.955m
12
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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
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Culvert @ ch.955m
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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Culvert @ ch.955m
6
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Backfilling behaind abutment, wing wall and return wall complete as per drawings & MORD technical specification clause 1204.3.8
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Culvert @ ch.955m
27.83
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Routine Maintenance after completion of work the road sufrace and shoulder to be maintained in proper condition to make them free from excessive edge drop offs, roughness, scouring and pot holes and cleaning of surface drain including culverts for frre flow of water. Relettering name boards and K.M & H.M stone and other maintenance operation required to keep the road traffic worthly at all the time for the maintenance period for the following years. As per General condition of contract para 32.2.2
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For 1st Year
4.23
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For 2nd Year
4.23
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For 3rd Year
4.23
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For 4th Year
4.23
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For 5th Year
4.23
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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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