Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date5 Sep 2024
Closing Date18 Sep 2024
Tender Amount₹ 3,44,40,000
Costs
EMD
₹ 6,89,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_136212_1Bid Award Id
ViewTender No
TN15234Tender 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. 0/0-2/600 & 4/300-7/700
5387.5
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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 0/0-1/0
101.25
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KM 1/0-2/0
101.25
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KM 2/0-2/370
37.46
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KM 5/870-6/0
13.16
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KM 6/0-7/0
101.25
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KM 7/0-7/810
82.01
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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 0/0-1/0
101.25
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KM 1/0-2/0
101.25
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KM 2/0-2/370
37.46
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KM 5/870-6/0
13.16
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KM 6/0-7/0
101.25
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KM 7/0-7/810
82.01
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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 (Carted Earth)
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KM 0/0-1/0
1125.2
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KM 1/0-2/0
1143.86
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KM 2/0-2/370
391.51
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KM 5/870-6/0
144.13
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KM 6/0-7/0
1132.36
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KM 7/0-7/810
926.71
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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 0/0-1/0
337.5
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KM 1/0-2/0
337.5
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KM 2/0-2/370
124.88
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KM 5/870-6/0
43.88
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KM 6/0-7/0
337.5
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KM 7/0-7/810
273.38
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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 mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density
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KM 0/0-0/100
62.77
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Providing, Laying and Spreading Select Soil 50% (CBR6) in Base Course on a prepared surface, including mixing of 25% 22.4 mm down Aggregate, 25% Stone Dust and 3% RBI -81 by mix in place with rotavator and grading with motor grader and compacting with 8-10 tonne Vibratory Compactor at OMC to the desired density as per specifications MoRTH 403
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KM 0/100-1/0
343.93
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KM 1/0-2/0
378.1
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KM 2/0-2/370
145.77
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KM 5/870-6/0
51.38
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KM 6/0-7/0
386.7
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KM 7/0-7/810
312.33
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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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KM 0/0-1/0
3857.74
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KM 1/0-2/0
3781
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KM 2/0-2/370
1457.59
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KM 5/870-6/0
513.75
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KM 6/0-7/0
3867.02
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KM 7/0-7/810
3123.29
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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 0/0-1/0
3857.74
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KM 1/0-2/0
3781
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KM 2/0-2/370
1457.59
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KM 5/870-6/0
513.75
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KM 6/0-7/0
3867.02
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KM 7/0-7/810
3123.29
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Bituminous Macadam:- 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.
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KM 0/0-1/0
192.89
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KM 1/0-2/0
189.05
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KM 2/0-2/370
72.88
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KM 5/870-6/0
25.69
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KM 6/0-7/0
193.35
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KM 7/0-7/810
156.17
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Providing, laying and rolling of close-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 0/0-1/0
3857.74
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KM 1/0-2/0
3781
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KM 2/0-2/370
1457.59
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KM 5/870-6/0
513.75
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KM 6/0-7/0
3867.02
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KM 7/0-7/810
3123.29
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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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KM 0/0-1/0
5.62
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KM 1/0-2/0
5.62
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KM 2/0-2/370
5.62
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KM 5/870-6/0
5.62
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KM 6/0-7/0
5.62
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KM 7/0-7/810
5.62
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Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:-
Providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be level uniform and free from streaks and holes etc complete as per MORTH&H specification No.803
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KM 0/0-1/0
200
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KM 1/0-2/0
200
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KM 2/0-2/370
74
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KM 5/870-6/0
26
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KM 6/0-7/0
200
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KM 7/0-7/810
162
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Providing and fixing Name board
1
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Providing and Fixing 'Logo' of PMGSY Project
4
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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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90 Cm Equilateral triangle ( Cautionary ) sign board
17
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60 Cm Circular ( Mandatory ) sign board
16
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Chevron Signs 90Cm Octagon (Curves)
17
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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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(i) Ordinary Kilometer Stone (Precast)
4
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(ii) 200 m stone (precast)
16
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(iii) Guard stone
50
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Construction of Protective work at KM 0/0-1/0
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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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Km : 0/120-0/150 LHS
33.75
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Km : 0/480-0/500 LHS
22.5
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Km : 0/580-0/600 LHS
22.5
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Km : 0/660-0/680 LHS
22.5
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Km : 0/750-0/810 LHS
67.5
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Km : 0/820-0/865 RHS
50.63
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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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Km : 0/120-0/150 LHS
6.75
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Km : 0/480-0/500 LHS
4.5
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Km : 0/580-0/600 LHS
4.5
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Km : 0/660-0/680 LHS
4.5
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Km : 0/750-0/810 LHS
13.5
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Km : 0/820-0/865 RHS
10.13
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Cement concrete 1 : 2.5 : 5 mix using M15 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.
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Km : 0/120-0/150 LHS
9
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Km : 0/480-0/500 LHS
6
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Km : 0/580-0/600 LHS
6
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Km : 0/660-0/680 LHS
6
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Km : 0/750-0/810 LHS
18
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Km : 0/820-0/865 RHS
13.5
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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 Sill Level )
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Km : 0/120-0/150 LHS
16.2
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Km : 0/480-0/500 LHS
10.8
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Km : 0/580-0/600 LHS
10.8
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Km : 0/660-0/680 LHS
10.8
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Km : 0/750-0/810 LHS
32.4
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Km : 0/820-0/865 RHS
24.3
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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.( Above Sill Level )
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Km : 0/120-0/150 LHS
34.43
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Km : 0/480-0/500 LHS
23.09
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Km : 0/580-0/600 LHS
23.09
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Km : 0/660-0/680 LHS
23.09
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Km : 0/750-0/810 LHS
68.85
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Km : 0/820-0/865 RHS
51.64
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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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Km : 0/120-0/150 LHS
60
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Km : 0/480-0/500 LHS
40
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Km : 0/580-0/600 LHS
40
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Km : 0/660-0/680 LHS
40
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Km : 0/750-0/810 LHS
120
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Km : 0/820-0/865 RHS
90
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Construction of Protective work at KM 1/0-2/0
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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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Km : 1/010-1/035 LHS
30
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Km : 1/280-1/325 LHS
50.63
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Km : 1/560-1/580 LHS
24
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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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Km : 1/010-1/035 LHS
6
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Km : 1/280-1/325 LHS
10.13
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Km : 1/560-1/580 LHS
4.8
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Cement concrete 1 : 2.5 : 5 mix using M15 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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Km : 1/010-1/035 LHS
8
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Km : 1/280-1/325 LHS
13.5
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Km : 1/560-1/580 LHS
6.4
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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 Sill Level )
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Km : 1/010-1/035 LHS
14.63
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Km : 1/280-1/325 LHS
24.3
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Km : 1/560-1/580 LHS
11.7
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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.( Above Sill Level )
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Km : 1/010-1/035 LHS
34.96
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Km : 1/280-1/325 LHS
51.64
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Km : 1/560-1/580 LHS
28.22
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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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Km : 1/010-1/035 LHS
50
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Km : 1/280-1/325 LHS
90
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Km : 1/560-1/580 LHS
40
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Construction of Protective work at KM 6/0-7/0
-
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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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Km : 6/205-6/235 RHS
36
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Km : 6/350-6/410 RHS
72
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Km : 6/550-6/558 LHS
9
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Km : 6/850-6/895 RHS
50.63
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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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Km : 6/205-6/235 RHS
7.2
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Km : 6/350-6/410 RHS
14.4
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Km : 6/550-6/558 LHS
1.8
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Km : 6/850-6/895 RHS
10.13
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Cement concrete 1 : 2.5 : 5 mix using M15 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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Km : 6/205-6/235 RHS
9.6
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Km : 6/350-6/410 RHS
19.2
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Km : 6/550-6/558 LHS
2.4
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Km : 6/850-6/895 RHS
13.5
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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 Sill Level )
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-
Km : 6/205-6/235 RHS
17.55
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Km : 6/350-6/410 RHS
35.1
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Km : 6/550-6/558 LHS
4.32
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Km : 6/850-6/895 RHS
24.3
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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.( Above Sill Level )
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Km : 6/205-6/235 RHS
42.11
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Km : 6/350-6/410 RHS
84.23
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Km : 6/550-6/558 LHS
9.32
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Km : 6/850-6/895 RHS
51.64
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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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-
Km : 6/205-6/235 RHS
60
-
-
Km : 6/350-6/410 RHS
120
-
-
Km : 6/550-6/558 LHS
16
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-
Km : 6/850-6/895 RHS
90
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Construction of Protective work at KM 7/0/-8/0
-
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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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Km : 7/060-7/190 RHS
156
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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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Km : 7/060-7/190 RHS
31.2
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Cement concrete 1 : 2.5 : 5 mix using M15 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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Km : 7/060-7/190 RHS
41.6
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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 Sill Level )
-
-
-
Km : 7/060-7/190 RHS
76.05
-
-
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.( Above Sill Level )
-
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-
Km : 7/060-7/190 RHS
182.36
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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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Km : 7/060-7/190 RHS
260
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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
4.31
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For 2nd Year
4.31
-
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For 3rd Year
4.31
-
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For 4th Year
4.31
-
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For 5th Year
4.31
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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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