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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹41,140.10 (0.23%)Admitted-Finance | ₹1.8 Cr+₹41,140.10 (0.23%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S DCN CONSTRUCTION L2 | srinidhi construction L1 |
|---|---|---|---|---|---|
| 1.00IMPROVEMENTS TO THE ROAD FROM MRL 06 - AGARAM R.JOTHI ROAD TO R.N.KUPPAM (VIA) PALAPADI ROAD. KM 0/000 - 4/140. | |||||
| 2.00 | 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 Technical Specification Clause 201 | 7,452 | sqm | 9 ₹67,068 | 7.33 ₹54,623.16 Lowest |
| 3.00 | 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 | 5,106.25 | sqm | 13 ₹66,381.25 | 12.6 ₹64,338.75 Lowest |
| 4.00 | 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. | 1,950.46 | cum | 45.27 ₹88,297.32 Lowest | 45.27 ₹88,297.32 Lowest |
| 5.00 | 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 ) | 1,950.46 | cum | 69 ₹1,34,581.74 | 67.6 ₹1,31,851.1 Lowest |
| 6.00Construction 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) | |||||
| 7.00 | km 0/000 - 1/000 | 281.25 | cum | 359 ₹1,00,968.75 Lowest | 359 ₹1,00,968.75 Lowest |
| 8.00 | km 1/000 - 2/000 | 281.25 | cum | 359 ₹1,00,968.75 Lowest | 359 ₹1,00,968.75 Lowest |
| 9.00 | km 2/000 - 3/000 | 281.25 | cum | 365 ₹1,02,656.25 | 359 ₹1,00,968.75 Lowest |
| 10.00 | km 3/000 - 4/000 | 265.78 | cum | 359.15 ₹95,454.89 Lowest | 359.15 ₹95,454.89 Lowest |
Tender Value
Refer Docs
EMD Value
₹3.6 L
Closing Date
15 Feb 2021, 3:00 pmClosed
The Project Director
The Project Director DRDA, Vellore
Vellore DISTRICT IMPROVEMENTS TO THE ROAD MRL06- Agaram R. Jothi Road to R.N Kuppam via Palapadi road in Anaicut block Package no 26-149 PMGSY III BATCH I /2020-21 Retender
2021_RDTN_106225_1
TN 26-149 Anaicut
Open Tender
Civil Works - Roads
Item Rate
180 days
DRDA
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹3.6 L
DRDA,VELLORE
24 Feb 2021
1 Feb 2021
15 Feb 2021
1 Feb 2021
15 Feb 2021
1 Feb 2021
5 Feb 2021
Amount
IMPROVEMENTS TO THE ROAD FROM MRL 06 - AGARAM R.JOTHI ROAD TO R.N.KUPPAM (VIA) PALAPADI ROAD. KM 0/000 - 4/140.
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 Technical Specification Clause 201
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 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 stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405(Grade - II).
Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screening fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(Grading III )
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 - 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 0.275 kg per sqm on the prepared granular surface treated with prime & cleaned with Hydraulic broom as per Technical Specification Clause 503.
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-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 or Type B or Type C as per Technical Specification Clause 510.
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)
Octagon Board
Logo Board
Sign Board
Circular Board
Citizen Board
Name Board
Maintenance Board
Provision for Kilometre Stone
Provision for Hectametre Stone
CONSTRUCTION OF HARD BED AND WEARING COAT AT KM 3/000 - 4/000.
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete complying with standard specifications and as directed.
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
CONSTRUCTION OF PROTECTIVE WORK @ KM 0/622 - 0/652, 0/730 - 0/742, 0/900 - 0/940, 1/220 - 1/250, 2/286 - 2/318, 2/619 - 2/624, 3/131 - 3/150, 3/159 - 3/189, 3/530 - 3/550, 4/003 - 4/053.
Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 1104 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and back filling in trenches with approved material.
REACH :-KM 0/000 - 1/000
Protective works @ Km 0/622 - 0/652 LHS
Protective works @ Km 0/730 - 0/754 LHS
Protective works @ Km 0/900 - 0/940 LHS
REACH :-KM 1/000 - 2/000
Protective works @ Km 1/220 - 1/238 RHS
REACH :-KM 2/000 - 3/000
Protective works @ Km 2/286 - 2/318 LHS
Protective works @ Km 2/619 - 2/624 LHS
Protective works @ Km 2/619 - 2/624 RHS
REACH :-KM 3/000 - 4/000
Protective works @ Km 3/131 - 3/150 LHS
Protective works @ Km 3/159 - 3/189 LHS
Protective works @ Km 3/530 - 3/550 LHS
REACH :-KM 4/000 - 4/140
Protective works @ Km 4/003 - 4/053 LHS
Supply and filling foundation basement with filling sand in layers not more than 15 cm thick well ramed wated and compacted complete complying with standrad specifications.
REACH :-KM 0/000 - 1/000
Protective works @ Km 0/622 - 0/652 LHS
Protective works @ Km 0/730 - 0/754 LHS
Protective works @ Km 0/900 - 0/940 LHS
REACH :-KM 1/000 - 2/000
Protective works @ Km 1/220 - 1/238 RHS
REACH :-KM 2/000 - 3/000
Protective works @ Km 2/286 - 2/318 LHS
Protective works @ Km 2/619 - 2/624 LHS
Protective works @ Km 2/619 - 2/624 RHS
REACH :-KM 3/000 - 4/000
Protective works @ Km 3/131 - 3/150 LHS
Protective works @ Km 3/159 - 3/189 LHS
Protective works @ Km 3/530 - 3/550 LHS
REACH :-KM 4/000 - 4/140
Protective works @ Km 4/003 - 4/053 LHS
Cement concrete 1:2.5:5 mix using HBG metal for Foundation including watering wherever necessary and laid in layers not more than 15 cm thick.,compacting etc., complete complying with standrad specificationsand as directed.
REACH :-KM 0/000 - 1/000
Protective works @ Km 0/622 - 0/652 LHS
Protective works @ Km 0/730 - 0/754 LHS
Protective works @ Km 0/900 - 0/940 LHS
REACH :-KM 1/000 - 2/000
Protective works @ Km 1/220 - 1/238 RHS
REACH :-KM 2/000 - 3/000
Protective works @ Km 2/286 - 2/318 LHS
Protective works @ Km 2/619 - 2/624 LHS
Protective works @ Km 2/619 - 2/624 RHS
REACH :-KM 3/000 - 4/000
Protective works @ Km 3/131 - 3/150 LHS
Protective works @ Km 3/159 - 3/189 LHS
Protective works @ Km 3/530 - 3/550 LHS
REACH :-KM 4/000 - 4/140
Protective works @ Km 4/003 - 4/053 LHS
Cement concrete 1:2:4 mix using HBG metal for Foundation including watering wherever necessary and laid in layers not more than 15 cm thick.,compacting etc., complete complying with standrad specificationsand as directed.(Below sill)
REACH :-KM 0/000 - 1/000
Protective works @ Km 0/622 - 0/652 LHS
Protective works @ Km 0/730 - 0/754 LHS
Protective works @ Km 0/900 - 0/940 LHS
REACH :-KM 1/000 - 2/000
Protective works @ Km 1/220 - 1/238 RHS
REACH :-KM 2/000 - 3/000
Protective works @ Km 2/286 - 2/318 LHS
Protective works @ Km 2/619 - 2/624 LHS
Protective works @ Km 2/619 - 2/624 RHS
REACH :-KM 3/000 - 4/000
Protective works @ Km 3/131 - 3/150 LHS
Protective works @ Km 3/159 - 3/189 LHS
Protective works @ Km 3/530 - 3/550 LHS
REACH :-KM 4/000 - 4/140
Protective works @ Km 4/003 - 4/053 LHS
Cement concrete 1:2:4 mix using HBG metal for Foundation including watering wherever necessary and laid in layers not more than 15 cm thick.,compacting etc., complete complying with standrad specificationsand as directed.(Above Sill)
REACH :-KM 0/000 - 1/000
Protective works @ Km 0/622 - 0/652 LHS
Protective works @ Km 0/730 - 0/754 LHS
Protective works @ Km 0/900 - 0/940 LHS
REACH :-KM 1/000 - 2/000
Protective works @ Km 1/220 - 1/238 RHS
REACH :-KM 2/000 - 3/000
Protective works @ Km 2/286 - 2/318 LHS
Protective works @ Km 2/619 - 2/624 LHS
Protective works @ Km 2/619 - 2/624 RHS
REACH :-KM 3/000 - 4/000
Protective works @ Km 3/131 - 3/150 LHS
Protective works @ Km 3/159 - 3/189 LHS
Protective works @ Km 3/530 - 3/550 LHS
REACH :-KM 4/000 - 4/140
Protective works @ Km 4/003 - 4/053 LHS
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wint wall, return wall with 100 mm dia AC pipes extending throught the full width of the structues 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 - 4/140
Providing and fixing 20 mm thick compressible fiber board in expansion joint complete as per Drawing and MORD Technical Specification
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 - 4/140
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
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 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}
M/S DCN CONSTRUCTION
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