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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC ASANAPUDUR VILLAGE PERUMBEDU POST PONNERI 601204 | THIRUVALLUR | TAMIL NADU | 601204 | ₹1.3 Cr | L1 | Accepted-AOC Lowest Amount Quoted BY A.K.SAMPATHKUMAR (13249622.64) accepted |
| 2 | L2₹1.4 Cr+₹3.0 L (2.28%)Rejected-Finance 16 PERUNAL KOIL STREET VEMBEDU VILLAGE AMBUR POST PIN 635701 THENI TAMIL NADU | TIRUPATHUR | TAMIL NADU | 635701 | ₹1.4 Cr+₹3.0 L (2.28%) | L2 | Rejected-Finance Above Estimate Rate |
Tender Value
₹1.4 Cr
EMD Value
₹1.4 L
Closing Date
19 May 2023, 3:00 pmClosed
Additional Collector(D)/Project Officer
Additional Collector(D)/Project Officer DRDA Tiruvallur
STRENGTHERNING THE BT ROAD FROM C.T.ROAD ERUMBI TO PANDIKUPPAM ROAD at ASWENDARAPURAM PANCHAYAT IN R.K.PET UNION KM 0/0 - 1/960 Pac.98
2023_RDTN_310723_1
DIPR/2142/TENDER/2023
Open Tender
Civil Works
Item Rate
180 days
RK.Pet Block
Class I and above
5 documents required · 5 mandatory
₹0
₹1.4 L
Yes
DRDA Tiruvallur
13 Jul 2023
4 May 2023
19 May 2023
4 May 2023
19 May 2023
9 May 2023
9 May 2023
Amount
1.STRENGTHERNING THE BT ROAD FROM C.T.ROAD ERUMBI TO PANDIKUPPAM ROAD @ ASWENDARAPURAM PANCHAYAT IN R.K.PET UNION KM 0/0 - 1/960
Picking the Worn-out BT Surface including incidential charges and cleaning of all labour charges and machinery charges etc,..complet
Clearing the Scrub jungle removing from away site including incidential charges and all labour charges with burning and ashes including all labour charges etc,..complete
Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 100mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete
Applying PRIMECOAT over WBM/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
Applying TACKCOAT over WBM/ WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
Providing and laying 50 MM Compacted thick Bituminous macadam using 26.5 - 11.2 mm graded metal and 0.10 cum of 13.20 - 2.6 mm graded metal and 0.10 cum of 2.36 mm and below with 49.50 kgs of buitumen for premixing per 10 sqm including cost and conveyance of materials to the work site and stacking them to the department metric gauge for premeasurement, heating the bitumen in bitumen boiler, heating the aggregates and mixing them with bitumen in Mini Hot Mix plant for premix carpet only, rolling by 80-100 power roller for premix carpet and seal coat separately including labour charges for spreading the mix of premix carpet, application of bitumen for seal coat over premix carpet etc, including hire charges and fuel charges for Mini Hot Mix Plant, bitumen boiler, Power roller and all other tools and plants employed etc., complete as per clause 504
BITUMINOUS CONCRETE 25MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for and compaction with power roller etc.complete, for Side berms etc,.complete,.
Provision for KM Stone Charges etc,..
Provision for HM Stone Charges etc,..
Road Marking With Hot Applied Thermoplastic compound with Reflectorising Glass Beads on Bituminous Surface
Provision for Reflectors
Provision for Rumble stripes
Provision for Name Board Charges with Painting
Provision for Sign Board
Construction of Rettaing Wall @ CH : 1/080 - 1/128 & 1/170 - 1/230 & 1/470 - 1/515
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 1:4:8 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.
Cement concrete 1:3:6 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete.
Supplying and erecting centring for sides and suffits including supports and structing upto 3.29m height for plane surface in all cross bracting using MS sheets of size 90 x 60cm and 10kg stiffened with angle of size 25 x 25 x 3mm for boarding laid over silver oak joists os size 10 x 6.5mm at about 90cm C/C and supported by casuring props of 10cm 13cm dia at C/C etc., complete.
CH : 1/080 - 1/128 & 1/170 - 1/230 & 1/470 - 1/515 BELOW SILL
CH : 1/080 - 1/128 & 1/170 - 1/230 & 1/470 - 1/515 ABOVE SILL
Providing for Cement Concrete Road @ CH : 0/0 - 0/430
Wearing Coat with CC 1:1 1/2:3 mix using 65% of 25 mm, 25% of 12mm , 10% of 6 mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum
Supplying and fixing of Bitumen pad for Expansion Joints etc.., completed
Routine Maintenance after completion of work the road sufrace and shoulder to be maintained in proper condition to make them free from excessive edge drop offs, roughness, scouring and pot holes and cleaning of surface drain including culverts for frre flow of water. Relettering name boards and K.M & H.M stone and other maintenance operation required to keep the road traffic worthly at all the time for the maintenance period for the following years. As per General condition of contract para 32.2.2
For 1st Year
For 2nd Year
For 3rd Year
For 4th Year
For 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)
AADVIK AND ASSOCIATES
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