Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 May 2024
Closing Date21 Jun 2024
Tender Amount₹ 5,41,44,000
Costs
EMD
₹ 10,83,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_134312_1Bid Award Id
ViewTender No
TN27322Tender 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 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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Km 0/0-3/370 & 4/790-6/665
6495.68
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Excavation of roadwork in soil with hydralic excavater of 0.90Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slpes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location with a lift upto 1.50m and lead upto 1000m as per Technical Specification Clause 302.3
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Km 0/0-1/0
522.26
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Km 1/0-2/0
522.81
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Km 2/0-3/0
561.95
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Km 23/0-3/370
219.13
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Km 5/0-6/0
381.09
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Km 6/0-6/665
275.79
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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 (Filling with Cut Earth)
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Km 0/0-1/0
522.26
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Km 1/0-2/0
522.81
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Km 2/0-3/0
561.95
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Km 23/0-3/370
219.13
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Km 5/0-6/0
381.09
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Km 6/0-6/665
275.79
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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 (Filling with Carted Earth)
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Km 0/0-1/0
1898.75
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Km 1/0-2/0
1918.92
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Km 2/0-3/0
1864.82
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Km 23/0-3/370
642.14
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Km 5/0-6/0
1933.27
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Km 6/0-6/665
1284.03
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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
523.48
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Km 1/0-2/0
518.92
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Km 2/0-3/0
521.96
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Km 23/0-3/370
191.21
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Km 5/0-6/0
378
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Km 6/0-6/665
346.82
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 Grading C
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Km 0/0-1/0
296.46
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Km 1/0-2/0
290.58
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Km 2/0-3/0
299.25
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Km 23/0-3/370
103.8
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Km 5/0-6/0
212.1
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Km 6/0-6/665
192.46
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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 0/0-1/0
840.16
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Km 1/0-2/0
824.34
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Km 2/0-3/0
836.13
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Km 23/0-3/370
305.73
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Km 5/0-6/0
600.99
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Km 6/0-6/665
554.44
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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
5583.5
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Km 1/0-2/0
5495.52
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Km 2/0-3/0
5574.18
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Km 23/0-3/370
2020.6
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Km 5/0-6/0
4006.58
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Km 6/0-6/665
3678.73
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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
5599.45
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Km 1/0-2/0
5559.32
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Km 2/0-3/0
5606.08
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Km 23/0-3/370
2052.5
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Km 5/0-6/0
4089.08
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Km 6/0-6/665
3702.93
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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.
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Km 0/0-0/100
27.58
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Providing, laying and rolling of close graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.60mm 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 80-100 kN static roller capacity, finished to required level and 508.
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Km 0/0-0/100
567.5
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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 Bit Plast)
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Km 0/0-1/0
251.59
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Km 1/0-2/0
274.77
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Km 2/0-3/0
278.71
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Km 23/0-3/370
101.03
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Km 5/0-6/0
200.31
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Km 6/0-6/665
183.95
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Providing, laying and rolling of close graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.60mm 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 80-100 kN static roller capacity, finished to required level and 508. (using Bit Plast)
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Km 0/0-1/0
5031.95
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Km 1/0-2/0
5559.32
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Km 2/0-3/0
5606.08
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Km 23/0-3/370
2052.5
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Km 5/0-6/0
4089.08
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Km 6/0-6/665
3702.93
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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 0/0-1/0
5.62
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Km 1/0-2/0
5.62
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Km 2/0-3/0
5.62
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Km 23/0-3/370
5.62
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Km 5/0-6/0
5.62
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Km 6/0-6/665
5.62
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Road marking with Hot Applied Thermoplastic Compound with reflectoriing Glass Beads on Bituminous surface Providing and laying of hot applied thermoplastic compound 2.50mm thick including Glass Beads
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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 2/0-3/0
200
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Km 23/0-3/370
74
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Km 5/0-6/0
147
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Km 6/0-6/665
133
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Provision for Citizen board
1
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Provision for PMGSY Logo board
5
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Provision for Name board
1
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Provision for PMGSY Maintenance Board
1
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Provision for Kilometer Stones
6
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Provision for Hectameter Stones
27
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Provision for Guard Stones
67
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Confirming of IRC 67-2010 and ASTM D 4956-09, Type IV specification and fixed over 1.5mm thick Aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm MS angle and supported on a MS 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, 60cm below Ground level etc complete including 7 year warranty for the Retro Reflection Sheeting as per clause 6.9 of IRC 67.2010 Specification (as per MoRT & Spec. No 801).
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60cm equilator triangular Cautionary sign board
15
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60cm Circular mantatory, Octogon sign board
14
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curve board Chevron signs (Curves)
15
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Reflector
64
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Construction of 1.50 m RCC Slab culvert @ Ch 2/620 in MRL22-Vilandhai –Sangiyam Road ViaSoraiyapattu Colony 0/0 –3/370, 4/790 – 6/665 in Km 0/0-3/370 & 4/790-6/665
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Dismantling of existing structure like culverts,bridges, retaining walls and other structure comprising of masonry cement concrete steel work including sorting and dismantling material disposal of unserviceable material
6.05
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Dismantling of existing structure like culverts,bridges, retaining walls and other structure comprising of masonry cement concrete steel work including sorting and dismantling material disposal of unserviceable material
17.87
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Dismantling of existing structure like culverts,bridges, retaining walls and other structure comprising of masonry cement concrete steel work including sorting and dismantling material disposal of unserviceable material
2.7
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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.
90.3
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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.
10.32
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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.
10.32
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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. (Below sill Level)
50.64
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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. (Above sill Level)
27.76
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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.
3.36
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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.
3.31
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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.
0.35
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Providing and fixing 20 mm thick compressible fibre board for expansion joint Between Dirtwall &Deck slab
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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
12
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Gravel gilling between body wall including cost and conveyance of gravel labour for filling watering and compacting etc complete
7.7
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Construction of 2.00 m RCC Slab culvert @ Ch 5/330 in MRL22-Vilandhai –Sangiyam Road ViaSoraiyapattu Colony 0/0 –3/370, 4/790 – 6/665 in Km 0/0-3/370 & 4/790-6/6650
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Dismantling of existing structure like culverts,bridges, retaining walls and other structure comprising of masonry cement concrete steel work including sorting and dismantling material disposal of unserviceable material
6.05
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Dismantling of existing structure like culverts,bridges, retaining walls and other structure comprising of masonry cement concrete steel work including sorting and dismantling material disposal of unserviceable material
17.87
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Dismantling of existing structure like culverts,bridges, retaining walls and other structure comprising of masonry cement concrete steel work including sorting and dismantling material disposal of unserviceable material
2.7
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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.
96.63
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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.
11.05
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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.
11.04
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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. (Below sill Level)
54.38
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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. (Above sill Level)
39.8
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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.
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.
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.
0.47
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Providing and fixing 20 mm thick compressible fibre board for expansion joint Between Dirtwall &Deck slab
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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
12
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Gravel gilling between body wall including cost and conveyance of gravel labour for filling watering and compacting etc complete
8.58
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Construction of Protective wall @ Ch 2/380 - 2/430 in MRL22-Vilandhai –Sangiyam Road ViaSoraiyapattu Colony 0/0 –3/370, 4/790 – 6/665 in Km 0/0-3/370 & 4/790-6/665
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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.
56.25
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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.
11.25
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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.
15
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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. (Below sill Level)
27
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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. (Above sill Level)
57.52
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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
100
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Cement Concrete Pavement at Km 4/790-5/0
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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
132
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Construction of Cel fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and line aggregates confirming to IS 383, the size of coarse aggregate not exceeding 25mm minimum cement content of 375kg per Cum, mixing in concrete mixer at optimum moisture content , transporting to site, laying with steel borrows or steel pans or with mechanicl paver , compacting with plate vibrator to acheive withdesigned with flexural strength, finishing and curing with technical specifications
107.25
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Cement Concrete Pavement at Km 5/0 - 5/265
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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
172.31
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Construction of Cel fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and line aggregates confirming to IS 383, the size of coarse aggregate not exceeding 25mm minimum cement content of 375kg per Cum, mixing in concrete mixer at optimum moisture content , transporting to site, laying with steel borrows or steel pans or with mechanicl paver , compacting with plate vibrator to acheive withdesigned with flexural strength, finishing and curing with technical specifications
137.85
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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 for carriageway width of 3.00m & 3.75m
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For the First Year from the date of completion of work
5.25
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For the Second Year from the date of cpmpletion of work
5.25
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For the Third Year from the date of completion of work
5.25
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For the Fourth Year from the date of completion of work
5.25
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For the Fifth Year from the date of completion of work
5.25
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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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