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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC NO 60 PILLAYAR KOVIL STREET THONDANTHULAS VILLAGE POST KATPADI TALUK VELLORE DISTRICT 632202 | VELLORE | VELLORE | TAMIL NADU | 632202 | ₹1.2 Cr | L1 | Accepted-AOC L1 Bidder Quated Lessthan Tender Value |
| 2 | L2₹1.2 Cr+₹1.9 L (1.63%)Rejected-AOC | ₹1.2 Cr+₹1.9 L (1.63%) | L2 | Rejected-AOC L2 Bidder Quated greaterthan Tender Value |
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
27 Jun 2023, 3:00 pmClosed
The project Director
The project Director,DRDA,Vellore
Vellore District Strengthening of 1 roads Anaicut Block Under MGMST Scheme 2022-2023 Package No 31
2023_RDTN_327607_1
A7/693/2020
Open Tender
Civil Works
Item Rate
180 days
DRDA
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.2 L
19 Jul 2023
15 Jun 2023
27 Jun 2023
15 Jun 2023
27 Jun 2023
15 Jun 2023
Amount
Vellore District - Strengthening of 1 Road at Anaicut Block Under MGSMT Scheme 2022-23(25%) Package No 31
Strengthening of the Road from Kaththarikuppam Road to Kaliyammanpatti in Madayapattu Panchayat in Anaicut Block Km-0/0-2/300 (R-202)
Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 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 250mm 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
Providing and laying of Prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 25mm 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
Providing and laying if hot applied Thermoplastic compound 2.5mm thick including reflectirising glass beads @ 250 gms per Sq.M area. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be level uniform and free from streaks and holes etc. complete as per MORT&H specification No.803.
Construction of 1.5m Culvert at Ch.1/500 @
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 metal including cost and conveyanceof all materials to work site and all labour charges etc.
Cement Concrete 1:3:6 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.
Supplying and erecting centring sor sides and soffits with M.S sheets laid over silver oak joists with casurina props for supporting,labour charges etc.,complete
Supplying and erecting centring sor sides and soffits with M.S sheets laid over silver oak joists with casurina props for supporting,labour charges etc.,complete
Reinforced Cement Concrete 1: 1 1/2: 3 mix using 20mm metal including cost and conveyanceof all materials to work site and all labour charges etc.
Supplying and fabricating and placing in position of Mild /Tor steel for all RCC works as per the design given including cost of all steel,binding wire and labour forfabrication etc.,complete complying with standard specification
Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall & Deck Wall
Gravel filling between body wall including cost and conveyance of gravel,labiur for filling,watering and compacting etc complete
Providing of Retaining Wall @ Ch- 0/400-0/430 and 1/900-1/960 Km
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 metal including cost and conveyanceof all materials to work site and all labour charges etc.
Supplying & Erecting Centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings complete complying for etc Complete
Cement concrete in 1:3:6 mix using 40mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,
Providing of Retaining Wall @ Ch- 2/00 to 2/06Km
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 metal including cost and conveyanceof all materials to work site and all labour charges etc.
Supplying & Erecting Centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings complete complying for etc Complete
Cement concrete in 1:3:6 mix using 40mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,
Providing for CC Pavement Road @ Ch-2/100 - 2/300 Km
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 metal including cost and conveyanceof all materials to work site and all labour charges etc.
Supplying & Erecting Centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings complete complying for etc Complete
Cement concrete in 1:3:6 mix using 20mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,
Cement concrete in 1:2:4 mix using 20mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,
Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall & Deck Wall
Providing for CC Pavement Road @ Ch-0/3 - 0/370 Km
Supplying & Erecting Centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings complete complying for etc Complete
Construction of Un reinforcement, Dowel jointed at expension and construction joint only, plain cement concrete pavement thickness as per design over a prepared surface sub base with 43 grade cement or any other for etc Complete
Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall & Deck Wall
Provision for Metal Crash Barrier
Provision for Hectometer stone
Provision for Kilometer Stone
Provision for 60 cm Equilateral triangle cautionary signboard
Provision for 60 cm Circle(MANDATORY SIGN)
Provision for Chevron signs 90 cm Octogon(Curves)
Provision for Road Marker/ Road stud with lens Reflector
Providing Name board charges
Towards the charges for routline maintenance of the road work executed under MGSMT 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}
K. SOMESAN
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