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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.3 CrAccepted-AOC | ₹5.3 Cr | 1 | Accepted-AOC 1st lowest Quoted rate |
| 2 | 2₹5.3 Cr+₹4.9 L (0.93%)Rejected-Finance | ₹5.3 Cr+₹4.9 L (0.93%) | 2 | Rejected-Finance 2nd lowest Quoted rate |
Tender Value
₹5.2 Cr
EMD Value
₹10.4 L
Closing Date
23 Aug 2022, 3:00 pmClosed
Project Director, DRDA, Nagapattinam
2nd Floor DRDA Building Collectorate Nagapattinam
Nagapattinam district PMGSY III 2021-22 Upgrading the road from Thennampulam to Chettipulam Avarikadu Road Km. 0/0 - 5/175 in Vedaranyam Block Package No TN-09-367
2022_RDTN_119498_15
PMGSY III 2021-22 DIPR/3298/TENDER/2022
Open Tender
Civil Works - Roads
Item Rate
270 days
Nagapattinam
As seen in the Tender Document
10 documents required · 10 mandatory
₹0
₹10.4 L
2nd Floor DRDA Building Collectorate Nagapattinam
2 Nov 2022
16 Jul 2022
23 Aug 2022
16 Jul 2022
23 Aug 2022
16 Jul 2022
16 Jul 2022 - 28 Jul 2022
28 Jul 2022
Amount
Upgrading the road from Thennampulam to Chettipulam Avarikadu Road Km. 0/0 - 5/175
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
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.
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
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 (Filling with Cut Earth)
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.( Carted Earth)
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)
Construction of subgrade for 300mm depth by using picked material obtained from the existing surface by mechanical means and then adding 50% of defict materials by using fly ash obtained from industries with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.( subgrade using Stone Dust to improve CBR 7 to 9))
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 III
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.
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. (New Tech)
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
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.
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
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
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeding vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levels as per drawings and Technical Specification Clause 801
Logo board
Sign board
Circular Board
Octagonal Board
Citizen board
Name board
Maintanance board
Provision for Kilometre Stones
Provision for Hectametre Stones
Construction of 1.5 m RCC Slab culvert of Thennampulam to Chettipulam Avarikadu Road road
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.
Culvert @ Ch. 0/158,0/223
Culvert @ Ch. 2/476,2/765
Culvert @ Ch. 5/100
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.
Culvert @ Ch. 0/158,0/223
Culvert @ Ch. 2/476,2/765
Culvert @ Ch. 5/100
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.
Culvert @ Ch. 0/158,0/223
Culvert @ Ch. 2/476,2/765
Culvert @ Ch. 5/100
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 directed. (BELOW SILL)
Culvert @ Ch. 0/158,0/223
Culvert @ Ch. 2/476,2/765
Culvert @ Ch. 5/100
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 directed. (ABOVE SILL)
Culvert @ Ch. 0/158,0/223
Culvert @ Ch. 2/476,2/765
Culvert @ Ch. 5/100
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.
Culvert @ Ch. 0/158,0/223
Culvert @ Ch. 2/476,2/765
Culvert @ Ch. 5/100
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.
Culvert @ Ch. 0/158,0/223
Culvert @ Ch. 2/476,2/765
Culvert @ Ch. 5/100
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.
Culvert @ Ch. 0/158,0/223
Culvert @ Ch. 2/476,2/765
Culvert @ Ch. 5/100
Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
Culvert @ Ch. 0/158,0/223
Culvert @ Ch. 2/476,2/765
Culvert @ Ch. 5/100
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
Culvert @ Ch. 0/158,0/223
Culvert @ Ch. 2/476,2/765
Culvert @ Ch. 5/100
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
Culvert @ Ch. 0/158,0/223
Culvert @ Ch. 2/476,2/765
Culvert @ Ch. 5/100
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.
Culvert @ Ch. 0/158,0/223
Culvert @ Ch. 2/476,2/765
Culvert @ Ch. 5/100
Construction of Protective work @ Km. 0/926 - 0/945,1/000 - 1/030,1/020 - 1/030,,2/490 - 2/542,2/660 - 2/674,2/662 - 2/677,2/729 - 2/740,2/820 - 2/836,3/092 - 3/112,4/463 - 4/479,4/575 - 4/590,4/958 - 4/988,5/000 - 5/035, of Thennampulam to Chettipulam Avarikadu Road road
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.
REACH :- Km 0/000 - 1/000
Protective works @ Km. 0/926 - 0/945 Right
REACH :- Km 1/000 - 2/000
Protective works @ Km. 1/000 - 1/030 Left
REACH :- Km 2/000 - 3/000
Protective works @ Km. 2/490 - 2/542 Right
REACH :- Km 3/000 - 4/000
Protective works @ Km. 3/092 - 3/112 Left
REACH :- Km 4/000 - 5/000
Protective works @ Km. 4/463 - 4/479 Right
REACH :- Km 5/000 - 6/000
Protective works @ Km. 5/000 - 5/035 Left
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.
REACH :- Km 0/000 - 1/000
Protective works @ Km. 0/926 - 0/945 Right
REACH :- Km 1/000 - 2/000
Protective works @ Km. 1/000 - 1/030 Left
REACH :- Km 2/000 - 3/000
Protective works @ Km. 2/490 - 2/542 Right
REACH :- Km 3/000 - 4/000
Protective works @ Km. 3/092 - 3/112 Left
REACH :- Km 4/000 - 5/000
Protective works @ Km. 4/463 - 4/479 Right
REACH :- Km 5/000 - 6/000
Protective works @ Km. 5/000 - 5/035 Left
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.
REACH :- Km 0/000 - 1/000
Protective works @ Km. 0/926 - 0/945 Right
REACH :- Km 1/000 - 2/000
Protective works @ Km. 1/000 - 1/030 Left
REACH :- Km 2/000 - 3/000
Protective works @ Km. 2/490 - 2/542 Right
REACH :- Km 3/000 - 4/000
Protective works @ Km. 3/092 - 3/112 Left
REACH :- Km 4/000 - 5/000
Protective works @ Km. 4/463 - 4/479 Right
REACH :- Km 5/000 - 6/000
Protective works @ Km. 5/000 - 5/035 Left
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 directed.BELOW SILL
REACH :- Km 0/000 - 1/000
Protective works @ Km. 0/926 - 0/945 Right
REACH :- Km 1/000 - 2/000
Protective works @ Km. 1/000 - 1/030 Left
REACH :- Km 2/000 - 3/000
Protective works @ Km. 2/490 - 2/542 Right
REACH :- Km 3/000 - 4/000
Protective works @ Km. 3/092 - 3/112 Left
REACH :- Km 4/000 - 5/000
Protective works @ Km. 4/463 - 4/479 Right
REACH :- Km 5/000 - 6/000
Protective works @ Km. 5/000 - 5/035 Left
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 directed.ABOVE SILL
REACH :- Km 0/000 - 1/000
Protective works @ Km. 0/926 - 0/945 Right
REACH :- Km 1/000 - 2/000
Protective works @ Km. 1/000 - 1/030 Left
REACH :- Km 2/000 - 3/000
Protective works @ Km. 2/490 - 2/542 Right
REACH :- Km 3/000 - 4/000
Protective works @ Km. 3/092 - 3/112 Left
REACH :- Km 4/000 - 5/000
Protective works @ Km. 4/463 - 4/479 Right
REACH :- Km 5/000 - 6/000
Protective works @ Km. 5/000 - 5/035 Left
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
REACH :- Km 0/000 - 1/000
REACH :- Km 1/000 - 2/000
REACH :- Km 2/000 - 3/000
REACH :- Km 3/000 - 4/000
REACH :- Km 4/000 - 5/000
REACH :- Km 5/000 - 6/000
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
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.
Foundation Concrete @ Ch.,,0/090,0/223,2/476,2/765,5/100
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
Body Wall @ Ch.,,0/090,0/223,2/476,2/765,5/100
For the First Year from the date of completion of work
For the Second Year from the date of cpmpletion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
GST Amount for providing Service to Government Contract Works for the above RENEWAL & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount 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)
THIRUMALAYAN CONSTRUCTION PVT LTD
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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