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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-Finance | ₹1.0 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.0 CrRejected-Finance | ₹1.0 Cr | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SRI DURGAIAMMAN CONSTRUCTIONS L1 | ANBU L2 |
|---|---|---|---|---|---|
| 1.00Strengthening of road from R-177 Thandalai to V.Palaiyam Road 0/0 to 1/750 km in Kallakurichi Block in Kallakurichi District | |||||
| 1.01 | 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. | 1,619.28 | Sqm | 5 ₹8,096.40 | 6 ₹9,715.68 |
| 1.02 | Earthwork excavation and deposting on bank with an intial lead of 10m and initial lift of 2m in hard stiff clay,stiff black cotton,hard earth,shales,murram,gravel,stoney earth and earth mixed with small size boulders as per SS 20A | 420.39 | Cum | 119 ₹50,026.41 | 120 ₹50,446.80 |
| 1.03 | Picking the Existing BT worn out surface including all albour charges etc complete | 2,172.5 | Sqm | 19 ₹41,277.50 | 20 ₹43,450 |
| 1.04Laying US GRAVEL including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc. complete. Side berms | |||||
| 1.05 | KM 0/0 - 1/0 | 179.14 | Cum | 865 ₹1.5 L | 875 ₹1.6 L |
| 1.06 | KM 1/0 - 1/750 | 167.13 | Cum | 865 ₹1.4 L | 875 ₹1.5 L |
| 1.07Providing 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. | |||||
| 1.08 | KM 0/0 -1/0 | 466.5 | Cum | 2,120 ₹9.9 L | 2,130 ₹9.9 L |
| 1.09 | KM 1/0 -1/750 | 349.31 | Cum | 2,120 ₹7.4 L | 2,130 ₹7.4 L |
Tender Value
₹1.4 Cr
EMD Value
₹1.4 L
Closing Date
6 Mar 2024, 3:00 pmClosed
Project Director
DRDA, Kallakurichi
Strengthening of Thandalai to V.Palayam Road in Km 0/0-1/750
2024_RDTN_432239_1
B5/565/2023/105
Open Tender
Civil Works - Roads
180 days
Kallakurichi
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.4 L
Yes
DRDA, Kallakurichi
9 Feb 2026
29 Feb 2024
6 Mar 2024
29 Feb 2024
6 Mar 2024
29 Feb 2024
4 Mar 2024
Amount
Strengthening of road from R-177 Thandalai to V.Palaiyam Road 0/0 to 1/750 km in Kallakurichi Block in Kallakurichi District
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.
Earthwork excavation and deposting on bank with an intial lead of 10m and initial lift of 2m in hard stiff clay,stiff black cotton,hard earth,shales,murram,gravel,stoney earth and earth mixed with small size boulders as per SS 20A
Picking the Existing BT worn out surface including all albour charges etc complete
Laying US GRAVEL including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc. complete. Side berms
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.
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
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 MACADM 50 MM THICK USING cmp (Grade-II) Providing and laying Bituminious macadm to 50mm thick using 0.20cum of 26.5-13.2mm. 0.43cum of 13.2-2.36 and below with 37.00kgs 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
BITUMINOUS CONCRETE 25 MM 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
Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
Supply and Fixing of HM Stones
Supply and Fixing of KM Stones
Supply and Fixing of Name Board and citizen board
Supply and Fixing of 90CM Equilateral Traingle Sign Board
Provision for Photographic charges
Construction of Retaining wall @ CH 1670 - 1720 in R-177 Thandalai to V.Palaiyam Road 0/0 to 1/750 km in Kallakurichi Block
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
Sand Filling with clean dry river sand including cost and conveyance of all materials to site and all labour charges for mixing, laying and Consolidaed etc complete.
Cement concrete 1 : 4 : 8 mix using 40mm 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.
Supplying and errecting centering for sides and soffits of all concrte items of work with all labour charges Below sill
Supplying and errecting centering for sides and soffits of all concrte items of work with all labour charges Above sill
Cement concrete 1 : 3 :6 mix using 40mm 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.
Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
CONSTRUCTION OF 900 mm Dia Pipe Culvert @ CH 1700 in R-177 Thandalai to V.Palaiyam Road 0/0 to 1/750 km in Kallakurichi Block
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
Sand Filling with clean dry river sand including cost and conveyance of all materials to site and all labour charges for mixing, laying and Consolidaed etc complete.
Cement concrete 1 : 4 : 8 mix using 40mm 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.
Supplying and errecting centering for sides and soffits of all concrte items of work with all labour charges Below sill
Supplying and errecting centering for sides and soffits of all concrte items of work with all labour charges Above sill
Cement concrete 1 : 3 :6 mix using 40mm 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.
Supply and Delivery of 900 mm Dia NP3 Pipe to site including cost and conveyance to site and all chargees etc complete
Towards Hoisting and fixing charges for 900 mm Dia NP3 Pipe etc Complete
Maintenance to Strengthening of road from R-177 Thandalai to V.Palaiyam Road 0/0 to 1/750 km in Kallakurichi Block in Kallakurichi District
Towards the charges for routline maintenance of the road work executed under PMGSY 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}
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