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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹68,015.33 (0.63%)Admitted-Finance | ₹1.1 Cr+₹68,015.33 (0.63%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | AMR CCONSTRUCTION L1 | R SABEER ALI L2 |
|---|---|---|---|---|---|
| 1.01 | Clearing scrub jungle by uprooting including all cutting charges and depositing of the products and clearing as directed by the departmental officers including all incidental charges etc. complete.Sl.No. 17(3) | 4,932.6 | Sqm | - | - |
| 1.02 | Earth work excavating and depositing on bank with an initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, muram, gravel stoney earth and earth mixed with small size boulders SS 20 A including laying and spreading in layers of 250mm loose thick each, sectioning, watering and compacting etc.., complete as per MORT & H 301-305 | 1,664.75 | Cum | - | - |
| 1.03 | Picking the existing BT surface including cost of materials and machineries and labour charges etc to complete with standard specification… | 5,086.74 | Sqm | - | - |
| 1.04Providing and laying Water Bound Macadam Grading - III(63mm to11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm | |||||
| 1.05 | Km 0/0-1/0 | 174.38 | Cum | - | - |
| 1.06 | Km 1/0-2/0 | 214.45 | Cum | - | - |
| 1.07 | Km 2/0-3/0 | 252.84 | Cum | - | - |
| 1.08Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25mm using 13.20mm IRC size HBG metal with 44 Kg of Bitumen-for 1cum of metal mixed in hot mix plant laying at site | |||||
| 1.09 | Km 3/0-4/0 | 5.58 | Cum | - | - |
| 1.10 | Km 4/0-5/0 | 5.51 | Cum | - | - |
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
28 May 2020, 3:00 pmClosed
Project Director
DRDA, 3rd floor, Collectorate, Theni
Strengthening the rod from Manthisunai - Vannathiparai (Via) Sirapparai in K.Myladumparai Block under NABARD RIDF XXV 2019-2020
2020_RDTN_164344_1
G.O.Ms.No.61 RDandPR(SGS1) Dept. Dated 12.03.2020
Open Tender
Civil Works - Roads
Item Rate
180 days
Theni
As per tender document
3 documents required · 3 mandatory
₹0
₹1.1 L
10 Sept 2020
21 May 2020
28 May 2020
21 May 2020
28 May 2020
21 May 2020
Amount
Clearing scrub jungle by uprooting including all cutting charges and depositing of the products and clearing as directed by the departmental officers including all incidental charges etc. complete.Sl.No. 17(3)
Earth work excavating and depositing on bank with an initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, muram, gravel stoney earth and earth mixed with small size boulders SS 20 A including laying and spreading in layers of 250mm loose thick each, sectioning, watering and compacting etc.., complete as per MORT & H 301-305
Picking the existing BT surface including cost of materials and machineries and labour charges etc to complete with standard specification…
Providing and laying Water Bound Macadam Grading - III(63mm to11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm
Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25mm using 13.20mm IRC size HBG metal with 44 Kg of Bitumen-for 1cum of metal mixed in hot mix plant laying at site
Applying TACK COAT over BT surface at 3 Kg of RS-1 Bitumen Emulsion/ 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
Applying TACK COAT over WBM surface at 4Kg / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
Providing and layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete
Providing and Laying red Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction
Provision for HM stone
Provision for KM stone
Provision for sign board
Provision for name board
Paver Block @ Ch. 0-480
Earth Work excavation and depositing on bank with in initial lead of 10m and lift of 2m in hard gravelly soil as per SS 20B for foundation
Cement concrete 1:4:8 mix using 40mm ISS metal fincluding cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc., completed for foundation.
Centering and shuttering charges for rataining wall, bady wall, wing wall side work including cost and conveyance of all labour charges
Cement concrete 1:3:6 mix using 20mm ISS metal fincluding cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc., completed for foundation.
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 interlocking concrete block (surface textured) pavements having thickness 80mm and compacted over a thin bedding sand layer of 30mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of specification of rural roads - 2014 and technical specification clause 1504.
Paver Block @ Ch. 1/8-2/0
Earth Work excavation and depositing on bank with in initial lead of 10m and lift of 2m in hard gravelly soil as per SS 20B for foundation
Cement concrete 1:4:8 mix using 40mm ISS metal fincluding cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc., completed for foundation.
Centering and shuttering charges for rataining wall, bady wall, wing wall side work including cost and conveyance of all labour charges
Cement concrete 1:3:6 mix using 20mm ISS metal fincluding cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc., completed for foundation.
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 interlocking concrete block (surface textured) pavements having thickness 80mm and compacted over a thin bedding sand layer of 30mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of specification of rural roads - 2014 and technical specification clause 1504.
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}
R SABEER ALI
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