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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance PERAMBALUR | TAMIL NADU | 621101 | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹7.3 L (4.47%)Admitted-Finance DOOR 122A THAMARAINAGAR THIRUVANNAMALAI PANCHAYAT SRIVILLIPUTTUR TK 626125 | VIRUDHUNAGAR | TAMIL NADU | 626125 | ₹1.7 Cr+₹7.3 L (4.47%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Panneerselvam L1 | Baskar L2 |
|---|---|---|---|---|---|
| 1.00 | 1.Strengthening the road T.Gudalore-Siluppanur road Km 0/0 - 1/750
Clearing the Scrub jungle including removal from site, disposal by buring etc., complete as directed by the departmental officers | 1,260 | Sqm | - | - |
| 2.00 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | 675 | Cum | - | - |
| 3.00 | Picking the existing metalled / BT surface and compacted by power roller etc., complete as directed by the departmental officers | 2,170.63 | Sqm | - | - |
| 4.00Providing and laying Water Bound Macadam Grading - II (75mm to 22.40mm) IRC HBGmetal 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 (Mix -in - place method) | |||||
| 4.01 | Km 0/0 - 1/0 | 278.97 | Cum | - | - |
| 4.02 | Km 1/0 - 1/750 | 209.42 | Cum | - | - |
| 5.00Providing 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) | |||||
| 5.01 | Km 0/0 - 1/0 | 278.97 | Cum | - | - |
| 5.02 | Km 1/0 - 1/750 | 209.42 | Cum | - | - |
| 6.00Providing and laying Tack Coat over WBM surface at 4.00 Kg of RS-1 Bitumen Emulsion /10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Complete. | |||||
Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
26 Nov 2019, 3:00 pmClosed
Project Director
DRDA, Collectorate, Ariyalur
Strengthening of roads 4 Nos in Package No TN 30-03 in Sendurai Block of Ariyalur District under State Finance Commission Panchayat Union Grant 2019-20
2019_RDTN_147069_1
A3/5029/2019
Open Tender
Civil Works - Roads
Works
180 days
DRDA
As per tender document
4 documents required · 4 mandatory
₹0
₹1.6 L
14 Jan 2020
16 Nov 2019
26 Nov 2019
16 Nov 2019
26 Nov 2019
16 Nov 2019
Amount
1.Strengthening the road T.Gudalore-Siluppanur road Km 0/0 - 1/750 Clearing the Scrub jungle including removal from site, disposal by buring etc., complete as directed by the departmental officers
Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A
Picking the existing metalled / BT surface and compacted by power roller etc., complete as directed by the departmental officers
Providing and laying Water Bound Macadam Grading - II (75mm to 22.40mm) IRC HBGmetal 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 (Mix -in - place method)
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)
Providing and laying Tack Coat over WBM surface at 4.00 Kg of RS-1 Bitumen Emulsion /10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Complete.
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 Gravel to 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
Providing and fixing of refro-reflectorised cautionary, mandatory and informatory sign as per IRC;67 made of encapsulated lens type reflecting sheeding vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron p - Sign Board
Provision for Km stone
Provision for Hm stone
Provision for Name board
2.Strengthening the road Paranam North - Thamban kovil road Km 0/0 - 1/020 Clearing the Scrub jungle including removal from site, disposal by buring etc., complete as directed by the departmental officers.
Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A
Picking the existing metalled / BT surface and compacted by power roller etc., complete as directed by the departmental officers
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)
Providing and laying Tack Coat over WBM surface at 4.00 Kg of RS-1 Bitumen Emulsion /10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Complete.
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 Gravel to 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
Providing and fixing of refro-reflectorised cautionary, mandatory and informatory sign as per IRC;67 made of encapsulated lens type reflecting sheeding vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron p - Sign Board
Provision for Km stone
Provision for Hm stone
Provision for Name board
Provision for RCC pipe NP2 900mm
3.Strengthening the road Sannasinallur - Vangaram road Km 0/0 - 1/500 Clearing the Scrub jungle including removal from site, disposal by buring etc., complete as directed by the departmental officers.
Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A
Picking the existing metalled / BT surface and compacted by power roller etc., complete as directed by the departmental officers
Providing and laying Water Bound Macadam Grading - II (75mm to 22.40mm) IRC HBGmetal 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 (Mix -in - place method)
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)
Providing and laying Tack Coat over WBM surface at 4.00 Kg of RS-1 Bitumen Emulsion /10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Complete.
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 Gravel to 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
Providing and fixing of refro-reflectorised cautionary, mandatory and informatory sign as per IRC;67 made of encapsulated lens type reflecting sheeding vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron p - Sign Board
Provision for Km stone
Provision for Hm stone
Provision for Name board
4.Strengthening the road Elaikadambur colony - Vanjinapuram road Km 0/0-2/0 Clearing the Scrub jungle including removal from site, disposal by buring etc., complete as directed by the departmental officers.
Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A
Picking the existing metalled / BT surface and compacted by power roller etc., complete as directed by the departmental officers
Providing and laying Water Bound Macadam Grading - II (75mm to 22.40mm) IRC HBGmetal 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 (Mix -in - place method)
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)
Providing and laying Tack Coat over WBM surface at 4.00 Kg of RS-1 Bitumen Emulsion /10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Complete.
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 Gravel to 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 Km stone
Provision for Hm stone
Provision for Name board
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}
Baskar
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