Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹3.1 L (2.75%)Admitted-Finance | ₹1.2 Cr+₹3.1 L (2.75%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SV PERUMAL L1 | B KAJA MAIDEEN L2 |
|---|---|---|---|---|---|
| 1.00R-282-Strengthening of the road from Mannavelampatti To Keela akarapatti Road km 0/0-3/145 | |||||
| 2.00Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, 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 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. In area of thorny jungle | |||||
| 3.00 | Km 0/000 - 3/145 | 3,396.6 | Sqm | 5.15 ₹17,492.49 Lowest | 5.3 ₹18,001.98 |
| 4.00PICKING BT Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 | |||||
| 5.00 | Km 0/000 - 3/145 | 3,931.25 | Sqm | 18.85 ₹74,104.06 Lowest | 19.42 ₹76,344.88 |
| 6.00Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | |||||
| 7.00 | Km 0/000 - 1/000 | 5.39 | Cum | 137.79 ₹742.69 Lowest | 141.92 ₹764.95 |
| 8.00 | Km 1/000 - 2/000 | 2.98 | Cum | 137.79 ₹409.93 Lowest | 141.92 ₹422.21 |
| 9.00 | Km 2/000 - 3/000 | 3.22 | Cum | 137.79 ₹443.68 Lowest | 141.92 ₹456.98 |
| 10.00 | Km 3/000 - 3/145 | 0.03 | Cum | 137.79 ₹3.44 Lowest | 141.92 ₹3.55 |
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
25 May 2023, 3:00 pmClosed
JOINT DIRECTOR/PROJECT DIRECTOR
DRDA, PUDUKKOTTAI
MGSMT-22-23- Pack - 72 -Strengthening and Five years Maintenace of One Road in Annavasal Block-Pudukkottai District
2023_RDTN_308395_1
AVL-72/MGSMT-22-23/PDK
Open Tender
Civil Works
Item Rate
180 days
PUDUKKOTTAI
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.2 L
12 Jul 2023
29 Apr 2023
25 May 2023
29 Apr 2023
25 May 2023
29 Apr 2023
Amount
R-282-Strengthening of the road from Mannavelampatti To Keela akarapatti Road km 0/0-3/145
Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, 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 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. In area of thorny jungle
PICKING BT Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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 Technical Specification Clause 303.1. (Using Borrow pit Earth)
Gravel Shoulder Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
WET MIX MACADAM 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.
PRIMER COAT Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc., Complete
TACK COAT Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete
BITUMINOUS CONCRETE Providing and laying Bituminious concrete to 25 mm 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 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)
60 Cm Equilateral triangle (Cautionary) sign Board
Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
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
(i) Ordinary Kilometer Stone (Precast)
(ii) 200 m stone (precast)
(iii) Guard Stone(precast)
(iv) Road Reflector
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 IRCSP- 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 the First Year from the date of completion of work
For the Second Year from the date of completion 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 & 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}
B KAJA MAIDEEN
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.05 MB
BOQ_366130.xls
BOQ • 0.35 MB
72_Tech.pdf
Tender Documents • 0.57 MB
72_Price.pdf
Tender Documents • 0.28 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 .