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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹85.3 LAccepted-AOC | 1 | Accepted-AOC L1 Accepted | |
| 2 | 2₹87.8 L+₹2.6 L (3.02%)Rejected-Finance | 2 | Rejected-Finance L2 Rejected | |
| 3 | 3₹90.0 L+₹4.8 L (5.61%)Rejected-Finance | 3 | Rejected-Finance L3 Rejected | |
| 4 | 4₹96.3 L+₹11.0 L (12.9%)Rejected-Finance | 4 | Rejected-Finance L4 Rejected |
| Sl No | Description | Qty | Unit | DHANA VIMAL L2 | SRI POLINCHI AND CO L1 | GARUDA ENTERPRISES L3 | OSM CONSTRUCTIONS L4 |
|---|---|---|---|---|---|---|---|
| 1.10Strengthening and Five Year Maintanance to the road from Karuvankudieruppu to Maramadakki link road (Via) PanaiyanKudieruppu road Km 0/0 - 2/4 in Kulamangalam South Panchayat | |||||||
| 1.20 | Clearing and grubbing Scrub jungle 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. | 2,876.4 | cum | 5.5 ₹15,820.2 | 5 ₹14,382 Lowest | 5.94 ₹17,085.82 | 7 ₹20,134.8 |
| 1.30 | Sacrifying Existing Wornout BT surface to a Depth of 150 mm by Mechanical Means sacrifying existing granular surface to a depth of 150mm and disposal of sacrified material with a lift upto 3 m and leads upto 1000 m as per Technical specification clause 301.4 | 3,009.38 | cum | 21.5 ₹64,701.67 | 20 ₹60,187.6 Lowest | 21.84 ₹65,724.86 | 25 ₹75,234.5 |
| 1.40 | 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 | 1,296 | cum | 130 ₹1,68,480 | 110 ₹1,42,560 Lowest | 111.6 ₹1,44,633.6 | 145 ₹1,87,920 |
| 1.50construction of Granular Sub base by providing well graded material (25mm to 4.75 mm IRC HBG metal @65 % ,4.75% to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%) & (the material passing 425 microns sieve shall have liqiud limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per apporoved plans or as directed by the enginner (Mix -in Method) | |||||||
| 1.60 | KM 0/0- 1/0 | 4.14 | cum | 2,200 ₹9,108 | 2,100 ₹8,694 Lowest | 2,350.61 ₹9,731.53 | 2,600 ₹10,764 |
| 1.70 | KM 1/0 - 2/0 | 4.5 | cum | 2,200 ₹9,900 | 2,100 ₹9,450 Lowest | 2,361.92 ₹10,628.64 | 2,600 ₹11,700 |
| 1.80 | KM 2/0 - 2/4 | 2.52 | cum | 2,200 ₹5,544 | 2,100 ₹5,292 Lowest | 2,361.92 ₹5,952.04 | 2,600 ₹6,552 |
| 1.90providing and laying spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical 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 ana all other incidental charges etc..,complete | |||||||
| 2.00 | KM 0/0- 1/0 | 379.45 | cum | 2,375 ₹9,01,193.75 | 2,185 ₹8,29,098.25 Lowest | 2,402.26 ₹9,11,537.56 | 2,500 ₹9,48,625 |
Tender Value
₹93.3 L
EMD Value
₹94,000
Closing Date
21 Jan 2025, 3:00 pmClosed
ADDITIONAL COLLECTOR (DEVELOPMENT)
DRDA PUDUKKOTTAI
Package No. 15 - Thiruvarankulam Panchayat Union - Strengthening and Five Year Maintanance to the road from Karuvankudieruppu to Maramadakki link road (Via) PanaiyanKudieruppu road Km 0/0 - 2/4 in Kulamangalam South Panchayat Under NABARD RIDF XXX-20
2024_RDTN_515131_1
PDKT/DRDA/NABARD/15
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvarankulam Block
Please refer Tender Documents
4 documents required · 4 mandatory
₹0
₹94,000
DRDA PUDUKKOTTAI
7 Aug 2025
28 Dec 2024
21 Jan 2025
28 Dec 2024
21 Jan 2025
28 Dec 2024
7 Jan 2025
Amount
Strengthening and Five Year Maintanance to the road from Karuvankudieruppu to Maramadakki link road (Via) PanaiyanKudieruppu road Km 0/0 - 2/4 in Kulamangalam South Panchayat
Clearing and grubbing Scrub jungle 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.
Sacrifying Existing Wornout BT surface to a Depth of 150 mm by Mechanical Means sacrifying existing granular surface to a depth of 150mm and disposal of sacrified material with a lift upto 3 m and leads upto 1000 m as per Technical specification clause 301.4
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
construction of Granular Sub base by providing well graded material (25mm to 4.75 mm IRC HBG metal @65 % ,4.75% to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%) & (the material passing 425 microns sieve shall have liqiud limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per apporoved plans or as directed by the enginner (Mix -in Method)
providing and laying spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical 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 ana all other incidental charges etc..,complete
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per 10.00 square meter over the WMM surface preparatory to another bituminous construction over it.
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 concrete to 25mm 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 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% cpmpaction at optimum moisture content and hire fuel charges such as traffic barricading and providing dagerlights etc.comp for base-course and side berms
Providing and fixing name board cum citizen Board
Providing and fixing of Retro Reflectorised cautionary,Mandatory sings 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 on back support Frame of 25mmx25mm x3mm 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 warrranty for the Retro Reflective sheeting as per clause 6.9 of IRC 67-2010 specification (as per MORT & Spec.No.801)
(i) 60 cm Equilateral Triangle (Cautionary) sign Board
(ii) 60 cm Circular (Mandatory) sign Board
(iii) Reflector
Road Marking with hot applied thermoplastic compound with hot applied thermoplastic Bitumnuous Surface
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 Kilo metre stone (Precast)
(ii) 200 m stone (Precast)
(iii)Guard stone
Provision for Construction of RCC NP3 Double Row pipe Culvert @ Ch 2255 (Sub Estimate enclosed)
Earth work excavation for foundation soil as per SS 20 B for foundation.
FILLING WITH GOOD RIVER SAND including cost and conveyance of sand to work site including all labour charges for filling etc.,complete
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all labour charges for filling etc complete.
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete. Below sill
Cost & Supply of RCC Pipe 900mm dia (NP3)
supplying and Filling course gravel including cost and conveyance of gravel at site and all labour charges fpr filling ect.,complete.
Maintenance of the road
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 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)
DHANA VIMAL (BID ID -1226661)
GARUDA ENTERPRISES (BID ID -1230614)
OSM CONSTRUCTIONS (BID ID -1229810)
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