Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC THALAPALLAM PILIYANUR PIKKAMPATTY POST PENNAGARAM TK DHARMAPURI DT | ₹1.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.7 Cr+₹1.4 L (0.81%)Rejected-AOC | ₹1.7 Cr+₹1.4 L (0.81%) | L2 | Rejected-AOC L2 |
Tender Value
₹1.7 Cr
EMD Value
₹1.7 L
Closing Date
24 May 2023, 3:00 pmClosed
The Addl. Collector/ Project Director, DRDA, DPI
DRDA, Dharmapuri
Dharmapuri District - Upgradation / Strengthening of the road 2 Nos. in Package No. TN04-05 MGSMT / 2022-2023 Dharmapuri Block P05
2023_RDTN_308563_1
Roc.No.1231/2023/R2 Dt.03.04.2023 MGSMT P05
Open Tender
Civil Works
Item Rate
180 days
DRDA
Can be seen in the tender documents
3 documents required · 3 mandatory
₹0
₹1.7 L
6 Jul 2023
29 Apr 2023
24 May 2023
29 Apr 2023
24 May 2023
29 Apr 2023
Amount
Upgradation of the road from HPDT road to Ettiyankottai Muniyappankovil road Km.0/0-1/800
Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete
Collection and supply of Carted Earth from approved Quarry an average lead 1km including cost and conveyance of all materials to site and labour charges etc. Compete
Collection and supply of Girrty gravel for side berms and labour charges for filling etc complete
Construction of Granular Sub base 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)
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 PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SSI for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying prime coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RSI for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT & H speciications clause 507 complete in all respects
Picking up existing BT surface upto 5 to 10 cm of old metalled surface , cambering, sectioning of carriage way etc., complete
Construction of 1.5m RCC Slab Culvert 0/0-1/0
Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B
RCC Slab Culvert @ Ch.1/0 m
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
RCC Slab Culvert @ Ch.1/0 m
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
RCC Slab Culvert @ Ch.1/0 m
Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete,
RCC Slab Culvert @ Ch.1/0 m
RCC 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc,
RCC Slab Culvert @ Ch.1/0 m
Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete
RCC Slab Culvert @ Ch.1/0 m
Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items
Below Sill RCC Slab Culvert @ Ch.1/0 m
Slab centering Deck slab side RCC Slab Culvert @ Ch.1/0 m
Provision for Hectometer stone
Provision for Kilometer stone
Provision for Sign Board Charges
Provision for Name Board
Routine Maintenance** after completion of construction works (Lump-sum Amount for each year Per Km.)
For 1st year maintenance
For 2nd year maintenance
For 3rd year maintenance
For 4th year maintenance
For 5th year maintenance
Strengthening of the road from HPDT road to Sivasubramaniyan Nagar (Via: Thadangam road) Km.0/0-2/040
Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete
Collection and supply of Carted Earth from approved Quarry an average lead 1km including cost and conveyance of all materials to site and labour charges etc. Compete
Collection and supply of Girrty gravel for side berms and labour charges for filling etc complete
Picking up existin BT Surface upto 5 to 10 cm of old metalled surface, cambering, sectioning of carrigae way etc., complete
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 PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SSI for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying prime coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RSI for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT & H speciications clause 507 complete in all respects
Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface etc.,
Construction of 1.5m RCC Slab Culvert 0/0-1/0
Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B
RCC Slab Culvert
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
RCC Slab Culvert
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
RCC Slab Culvert
Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete,
RCC Slab Culvert
RCC 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc,
RCC Slab Culvert
Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete
RCC Slab Culvert
Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items
Below Sill RCC Slab Culvert
Slab centering Deck slab side RCC Slab Culvert
Construction of 1.5m RCC Slab Culvert 0/0-1/0
Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B
RCC Slab Culvert
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
RCC Slab Culvert
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
RCC Slab Culvert
Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete,
RCC Slab Culvert
RCC 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc,
RCC Slab Culvert
Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete
RCC Slab Culvert
Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items
Below Sill RCC Slab Culvert
Slab centering Deck slab side RCC Slab Culvert
Provision for Hectometer stone
Provision for Kilometer stone
Provision for Name Board
Provision for Sign Board Charges
Routine Maintenance** after completion of construction works (Lump-sum Amount for each year Per Km.)
For 1st year maintenance
For 2nd year maintenance
For 3rd year maintenance
For 4th year maintenance
For 5th year maintenance
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)
KULANTHAISAMY-DHANALAKSHMI
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .