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| # | Company | Amount | Rank | Status |
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| 1 | L-1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L-1 | Accepted-AOC L-1 Low Rate |
| 2 | L-2₹1.2 Cr+₹5.1 L (4.45%)Accepted-AOC | ₹1.2 Cr+₹5.1 L (4.45%) | L-2 | Accepted-AOC L-2 More Rate |
Tender Value
₹1.1 Cr
EMD Value
₹2.1 L
Closing Date
2 Dec 2020, 3:00 pmClosed
Additional Collector/Project Director
DRDA-Ranipet
Ranipet District Kaveripakkam Block PMGSY - III Batch - I Package No.TN26-133 in Improvement of one road work.
2020_RDTN_101604_1
TN26133
Open Tender
Civil Works - Roads
Item Rate
270 days
DRDA-Ranipet
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹2.1 L
18 Feb 2021
23 Oct 2020
2 Dec 2020
23 Oct 2020
2 Dec 2020
23 Oct 2020
Amount
Package No.133 1- Road work in Kaveripakkam Block
Improvement to the road from MRL12 -SK Road to WAA Road via Palayapalayam road KM 0/000-2/380
Clearing and grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, bushes, shrubs, saplings and trees of girth upto 300mm, 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 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per MORD Technical Specification Clause 201.in Area Non Thorny Jungle.
Scarifying the existing bituminous road surface to depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as pwr technical specification clause 301.4
Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000m. 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 1.5m and lead upto 1000m as per Technical Specification Clause 302.3.
Construction of embankment with approval Materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meat requirement of tables 300.1 and 300.2 asper technical specification clause 301.5 (Filling with cut Earth )
Construction of embankment 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 1000m as per Technical Specification Clause 303.1
Construction of embankment with approval Materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meat requirement of tables 300.1 and 300.2 asper technical specification clause 301.5 (Gravel Shoulder)
Providing ,laying ,spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix palnt carraige of the mixed material by tipper to site ,laying in uniform layer with paver sub base /base course on a well prepared surface and compacting with vibrator roller to acheive the desired density
Providing and applying Primer Coat with bitumen emulsion (SS –I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-0.10kg/ sqm using mechanical means as per Technical Specification Clause 502.
providing and laying bituminous macadam with hot mix plant using crushed aggregate of grading as per table 500.4 premixed with bituminuos binder ,transported to site upto lead of 1000 m laid over a previsly prepared surface with paver finisher to the required grade level and alingment and rolled to acheived the desired compaction as per technical specification clause 504
Providing, laying and rolling of Open Graded Premix Carpet of 20mm thickness composed of 13.2mm to 5.6mm 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 3 wheel 80-100KN static roller capacity, finished to required level and grades, to be followed by seal coat of Type-Aor type B or type c as perTechnical 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-Aor type B or type c as perTechnical Specification Clause 510.
provision of 15 nos rumble strips covered with premix bituminous carpet ,15 -20 mm high at center ,250 mm wide placed at 1m center to -center at approved location to control, marked with white strips of road marking paint .
providing and fixing name board
providing and fixing logo of PMGSY project
providing and fixing citizen information board of PMGSY project
providing and fixing maintainance information board of PMGSY project
providing and fixing of Retro reflectorised cautionary ,mandatory signs,with defination plate made out of high intensity grade prismatic sheeting conforming to IRC -67:2010 & ASTM D 4956-09 , Types IV specification and fixing over 1.5 mm thick aluminium sheet fixed on back support frame of 25 mm x25mmx3 mm mild steel angle and supported on the mild steel angle iron 75 mm x75 mm x 6mm firmly fixed to the ground by means properly designed foundation with M 15 grade cement concrete 45 cm x45 cm x60 cm below ground level ect complete including 7 years warranty for the retro reflective sheeting as per clause 6.9 of IRC 67-2010 specification ( as per MORT & spec. no 801)
90 cm Equilateral trainagle ( cautionary ) sign board
60 cm circular ( mandatory ) sign board
chevron sign 90 cm
Reflectors
Road marking with hot applied thermoplastic compound with reflectorising glass beard on bituminous surface
Kilometer Stone Reinforced Cement Concrete M15 grade kilometer 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
(ii) Ordinary Kilometer Stone (Precast)
iii) 200m Stone (pre-cast)(HM stone)
iv ) Guard stone
Construction of 1.5 m span RCC slab culvert @ch.1017
Dismantling of existing struture like culvert , retaining walls , and other struture comparing of masonry ,cement concrete , wood work , steel work ,including T & P and scaffolding necessary , sorting the dismanted material, disposal of unserviceable material and stacking the serviceable material with all lift lead of 1000 m as per technical specification clause 202.
Dismantling of existing struture like culvert , retaining walls , and other struture comparing of masonry , disposal of unerviceable material and stacking the serviceable material with all lift lead of 1000 m as per technical specification clause 202.
Removing all types of hume pipes and stacking within a lead of 1000 m earth work and dismalting of masonry works as per Technical specification
Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 305.10 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, and disposal upto lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material.
supplying and filling foundation and basement with filling sand in layer not more than 15 cm Thick well Ramed , watered and compacted compete complying with standard specification
cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed
cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Below sill)
cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Above sill )
cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( 20 mm metal )
cemet concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of rainforcement and fabrication charges , centering and shuttering but including curing and shall be finished smooth with cement mortar 1: 3 , 12 mm thick and with krafit paper without claiming extra as directed by the department officer complete complying with standard specifications
supplying and fabricating and placing in position MS steel or ribbed T or steel for all reinforced cement concrete works as per the design given including cost of steel and blinding wire in all floor etc comacting complying with standard specification ( MS rod or RTS bar will be supplied department at section stores and cost will be recoverd at issue rate )
providing and fixing 20 mm thick compressible fiber board in expansion joints complete as per drawing and MORD technical specification
providing and fixing Tar paper for bearing between bed block & slab
providing weepholes in bricks masonry /stone nasonsry , plain /reinforced concrete abutment ,wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slopes of 1 (v ) :20(H) toward drawing face completeas per drawing technical specification clause 614,1204.3.7
Gravel filling between body wall including cost and conveyance of gravel ,labour for fillig ,watering,and compacting etc completecomplying with standard specification and as directed by the department
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 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
1st Year
2nd Year
3rd Year
4th Year
5th Year
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)
srimaruthamalai constructions
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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