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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-AOC | ₹2.7 Cr | L1 | Accepted-AOC L1 QUOTED LESS THEN TENDER VALUE |
| 2 | L2₹2.8 Cr+₹3.1 L (1.11%)Rejected-AOC | ₹2.8 Cr+₹3.1 L (1.11%) | L2 | Rejected-AOC L2 QUOTED GREATER THEN TENDER VALUE |
Tender Value
Refer Docs
EMD Value
₹2.8 L
Closing Date
12 Mar 2024, 3:00 pmClosed
The Project Director,DRDA Vellore
The Project Director,DRDA Vellore
Improvements to the Road from Thellai Kollaimedu Village to Jarthankollai Tribal Village. KM 0/950-2/000 Anaicut Block of Vellore District under TNRRIS Savings Fund 2021-22
2024_RDTN_438585_1
A7/85/20244
Open Tender
Civil Works
Item Rate
180 days
DRDA
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹2.8 L
15 Jul 2024
4 Mar 2024
12 Mar 2024
4 Mar 2024
12 Mar 2024
4 Mar 2024
Amount
1. Improvements to the Road from Thellai Kollaimedu Village to Jarthankollai Tribal Village. KM 0/950-2/000
Clearing and Grubbing Road Land Clearing the grubbing road land including uprooting wild vegetation grass 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 aucioned upto a leas of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical specification Cluse 201. In area of Thorny Jungle
Excavation in Soil using Hydralic Excavator and Tippers with disposal upto 1000m for roadwork in soil 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 Tecnical Specification Clause 302.3
Filling Using Cut Earth Construction of embankment using tractor with grader with approved materials deposited at site roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of tables 300.1 and 300.2 as per Technocal specification Clause 301.5 (Filling with Cut Earth)
Filling Using Carted 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 Tecnical Specification Clause 303.1
Hard Rock Cutting Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5
As Per SOR (W - 0064)
C.C. Shoulder Cement Concrete 1:3:6 mis using 40mm ISS Metal including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
C.C. Shoulder Cement Concrete 1:2:4mis using 40mm ISS Metal including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
Providing and laying M10 using 40mm Metal
Core Wall using M15 on both side and across the stone Pavement
Providing and laying Rough Stone Pitching
Pointng with C.C using 10mm metal for Rough Stone Pitching
CC ROAD (PQC) 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
Crash Barrier Providing and Erecting single sided Double Guard Metal Beam Crash Barrier System 1.70m high, Comprising of 3mm thick wall "W" Beams Posts
Providing and fixing Name Board
Providing and fixing of cautionary, mandatory and informatory sign board
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 1.5 mm thick Aluminium Sheet Fixed on back support Frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm below Ground Level etc 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)
(i)60 Cm Equilateral triangle (Cautionary) sign Board
Kilometre Stone
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
(ii) Ordinary Kilometer Stone (Precast)
(iii) 200 m stone (precast)
(iv) Guard Stone(precast)
Construction of Three Row Pipe Culvert @ Ch 990
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.
Cement Concrete 1:3:6 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Provision for 0.900M pipe NP3
Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Construction of 50m HARD BED at ch 1060m
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B
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.
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.
Construction of Granular Sub base Grade III by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method)
Construction of Granular Sub base Grade III by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method)
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 15m HARD BED at ch 1595m
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B
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.
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.
Construction of Granular Sub base Grade III by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method)
Construction of Granular Sub base Grade III by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method)
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 Single Row Pipe Culvert @ Ch 1184
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.
Cement Concrete 1:3:6 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Provision for 0.900M pipe NP3
Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Construction of Single Row Pipe Culvert @ Ch 1595
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.
Cement Concrete 1:3:6 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Provision for 0.900M pipe NP3
Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Construction of Single Row Pipe Culvert @ Ch 1755
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.
Cement Concrete 1:3:6 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Provision for 0.900M pipe NP3
Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Construction of Single Row Pipe Culvert @ Ch 1875
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.
Cement Concrete 1:3:6 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Provision for 0.900M pipe NP3
Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Construction of Three Row Pipe Culvert @ Ch 1365
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.
Cement Concrete 1:3:6 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Provision for 0.900M pipe NP3
Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Construction of Three Row Pipe Culvert @ Ch 1595
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.
Cement Concrete 1:3:6 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Provision for 0.900M pipe NP3
Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Construction of Retaining wall
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Ch.960 - 990 (Left Side)
Ch.1050 - 1120 (Left Side)
Ch.1130 - 1200 (Left Side)
Ch.1215 - 1270 (Left Side)
Ch.1275 - 1300 (Right Side)
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.
Ch.960 - 990 (Left Side)
Ch.1050 - 1120 (Left Side)
Ch.1130 - 1200 (Left Side)
Ch.1215 - 1270 (Left Side)
Ch.1275 - 1300 (Right Side)
Cement concrete 1:4:8 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.
Ch.960 - 990 (Left Side)
Ch.1050 - 1120 (Left Side)
Ch.1130 - 1200 (Left Side)
Ch.1215 - 1270 (Left Side)
Ch.1275 - 1300 (Right Side)
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. (Below Sill)
Ch.960 - 990 (Left Side)
Ch.1050 - 1120 (Left Side)
Ch.1130 - 1200 (Left Side)
Ch.1215 - 1270 (Left Side)
Ch.1275 - 1300 (Right Side)
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. (Above Sill)
Ch.960 - 990 (Left Side)
Ch.1050 - 1120 (Left Side)
Ch.1130 - 1200 (Left Side)
Ch.1215 - 1270 (Left Side)
Ch.1275 - 1300 (Right Side)
Centering for the sides and soffits CC items including all cost and conveyance and all labour charges etc., complete.
Ch.960 - 990 (Left Side)
Ch.1050 - 1120 (Left Side)
Ch.1130 - 1200 (Left Side)
Ch.1215 - 1270 (Left Side)
Ch.1275 - 1300 (Right Side)
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}
Thirumalai Construction
Bidder Name
Thirumalai Construction
C.RAJASEKARAN
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