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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC L1 Accepted |
| 2 | L2₹1.1 Cr+₹92,936.52 (0.88%)Rejected-Finance | ₹1.1 Cr+₹92,936.52 (0.88%) | L2 | Rejected-Finance Less Estimate Rate |
| 3 | L3₹1.1 Cr+₹3.2 L (3.00%)Rejected-Finance | ₹1.1 Cr+₹3.2 L (3.00%) | L3 | Rejected-Finance Less Estimate Rate |
| 4 | L4₹1.1 Cr+₹4.8 L (4.54%)Rejected-Finance FLAT NO G 4 ELITE EMPIRE NO 317 VALLUVARKOTTAM HIGH ROAD NUNGAMBAKKAM CHENNAI 600 034 | CHENNAI | TAMIL NADU | 600034 | ₹1.1 Cr+₹4.8 L (4.54%) | L4 | Rejected-Finance Less Estimate Rate |
| 5 | L5₹1.3 Cr+₹21.5 L (20.4%)Rejected-Finance | ₹1.3 Cr+₹21.5 L (20.4%) | L5 | Rejected-Finance Above Estimate Rate |
| Sl No | Description | Qty | Unit | SAI HRIDHAM INFRAA PRIVATE LIMITED L4 | KRN AND CO L3 | PL R AND CO L5 | B KAJA MAIDEEN L2 | V VAIYAPURI L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00R-101- Strengthening to the road from AVR Road to Pirampatti road KM 0/0 - 2/0 in Keelakkuruchi panchayat | ||||||||
| 2.00 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. complete | 2,156.87 | Sqm | 5 ₹10,784.35 | 5.02 ₹10,827.49 | 5.4 ₹11,647.1 | 4.55 ₹9,813.76 Lowest | 4.87 ₹10,503.96 |
| 3.00 | Scarifying Existing Wornout BT Surface to a Depth upto 150mm by Mechanical Means Scarifying existing granular surface to a death of 150 mm and Disposa of scarified material l with a lift upto 3m and lead of 1000m as per Technical Specification Clause 301.4 | 2,504.7 | Sqm | 17 ₹42,579.9 Lowest | 18.48 ₹46,286.86 | 20.52 ₹51,396.44 | 17.29 ₹43,306.26 | 17.9 ₹44,834.13 |
| 4.00 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10m and lift of 2m inclding all labour charges and incidental charges such as shoring,strutting,providing, coffer dams, bailing out of water as per 20A | 1,078.43 | Cum | 110 ₹1,18,627.3 | 111.02 ₹1,19,727.3 | 128.52 ₹1,38,599.82 | 108.29 ₹1,16,783.18 | 107.53 ₹1,15,963.58 Lowest |
| 5.00Providing 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. | ||||||||
| 6.00 | km0/0 - 1/0 | 564.62 | Cum | 1,800 ₹10,16,316 | 1,839.99 ₹10,38,895.15 | 2,136.24 ₹12,06,163.83 | 1,799.98 ₹10,16,304.71 | 1,782.23 ₹10,06,282.7 Lowest |
| 7.00 | KM 0/0-2/0 | 567 | Cum | 1,800 ₹10,20,600 | 1,839.99 ₹10,43,274.33 | 2,136.24 ₹12,11,248.08 | 1,799.98 ₹10,20,588.66 | 1,782.23 ₹10,10,524.41 Lowest |
| 8.00 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.(using SS -1) | 7,544.12 | Sqm | 65 ₹4,90,367.8 Lowest | 68.25 ₹5,14,886.19 | 79.16 ₹5,97,222.72 | 66.7 ₹5,03,215.44 | 66.11 ₹4,98,741.77 |
| 9.00 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., | 7,555 | Sqm | 16 ₹1,20,880 | 15.26 ₹1,15,289.3 | 17.72 ₹1,33,895.75 | 14.93 ₹1,12,819.57 | 14.79 ₹1,11,738.45 Lowest |
| 10.00Providing and laying Bituminious Macadam to 50mm 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 | ||||||||
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
7 Nov 2023, 3:00 pmClosed
JOINT DIRECTOR / PROJECT OFFICER,
DRDA, PUDUKKOTTAI
ANNAVASAL BLOCK - NABARD XXIX-23-24 - Pack1- Strengthening to the road from AVR road to Pirampatty road 0/0 - 2/0 in Keelakurichi Panchayat (R - 59) - Pudukkottai District
2023_RDTN_379633_1
NABARD XXIX-2023-2024-Pack-1-Avl
Open Tender
Civil Works
Item Rate
180 days
PUDUKKOTTAI
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1.2 L
Yes
30 Sept 2025
16 Oct 2023
7 Nov 2023
16 Oct 2023
7 Nov 2023
16 Oct 2023
Amount
R-101- Strengthening to the road from AVR Road to Pirampatti road KM 0/0 - 2/0 in Keelakkuruchi panchayat
Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. complete
Scarifying Existing Wornout BT Surface to a Depth upto 150mm by Mechanical Means Scarifying existing granular surface to a death of 150 mm and Disposa of scarified material l with a lift upto 3m and lead of 1000m as per Technical Specification Clause 301.4
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10m and lift of 2m inclding all labour charges and incidental charges such as shoring,strutting,providing, coffer dams, bailing out of water as per 20A
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 prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.(using SS -1)
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
Providing and laying Bituminious Macadam to 50mm 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 laying Bituminious concrete to 20mm 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 laying gravel including cost and 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 at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. complete for base-course and side berms
Provision for Name Board cum Citizen Board
providing and fixing of cautionary, mandatory and informatory sign board
Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
Reinforced cement concrete M15 grade kilometer 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) 200m stone precast
Provision for Construction of RCC 1.5 m span Culvert @ Ch 600m
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Filling with M.Sand including cost and conveyance and all charges etc, complete
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance of all materials to site includimg all labour charges for filling etc., completed.
Cement concrete 1:3:6 mix using 40mm ISS HBG metal including all cost and conveyance and all materials tio site including all labour charges etc., completed.
Centering for side and soffits RCC items including all cost and conveyance and all labour charges and all other incidental charges etc., completed.
Below Sill level
Above Sill level
Cement Concrete 1:2:4 mix using 20mm ISS HBG metal including all cost and conveyance and all labour charges etc., completed.
Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges
R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including all cost and conveyance and all labour charges etc., completed.
Maintenance of the road
Towards the charges for routline maintenance of the road work executed under NABARD 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} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
B KAJA MAIDEEN
KRN AND CO
SAI HRIDHAM INFRAA PRIVATE LIMITED
PL R AND CO
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