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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.4 LAccepted-Finance | L1 | Accepted-Finance Accepted | |
| 2 | L2₹39.0 L+₹1.6 L (4.24%)Rejected-Finance | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | SAS BUILDERS L1 | R KRISHNAR WORKS CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00Strengthening the road from Kandanvilai to Eluppavilai road Road in Nullivilai village of Thuckalay Panchayat union Km 0/0 - 0/850 (R91) | |||||
| 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. comp. | 510 | sqm | 5 ₹2,550 Lowest | 6.17 ₹3,146.7 |
| 3.00 | Earthwork Excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring and strutting and bailing out water wherever necessary and refilling the side of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc. site etc complete complying with standard specification and as directed in sand, silt and loose soil, wet sand and silt not under water light black cotton soil, sandy loam and ordinary soil including excavated earth as per SS20A | 51.5 | cum | 130 ₹6,695 Lowest | 136.54 ₹7,031.81 |
| 4.00 | Picking the Existing metalled surface 5cm to 10cm thick and carefully stacking materials useful for refuse including hire charge for tools laying spreading, new metal, hand packing to camber, gravel blinding, watering with all leads of good water, rolling and compacting by power roller and finishing to the total thickness with lines grades and cross section as specified in the departmental specification including all charges for all T&P employed and cost of free and other running charges and all other incidental charges etc. complete | 515 | sqm | 20 ₹10,300 Lowest | 22.7 ₹11,690.5 |
| 5.00 | collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. | 51.5 | cum | 99 ₹5,098.5 Lowest | 104.34 ₹5,373.51 |
| 6.00 | 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. | 231.75 | cum | 2,269 ₹5,25,840.75 Lowest | 2,361.38 ₹5,47,249.82 |
| 7.00 | Providing and applying Prime Coat (WMM) with bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at therate of 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502. | 1,545 | sqm | 78 ₹1,20,510 Lowest | 82.56 ₹1,27,555.2 |
| 8.00 | 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 etc | 1,545 | sqm | 17 ₹26,265 Lowest | 18.96 ₹29,293.2 |
| 9.00 | BITUMINOUS CONCRETE 25, 30/40 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 | 46.35 | cum | 11,756 ₹5,44,890.6 Lowest | 12,227.52 ₹5,66,745.55 |
| 10.00 | Supply and fixing of HECTOMETRE STONE (three faces two lines dressed) of size 0.75 x 0.23 x 0.10m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour and all other incidental charges etc., complete. | 4 | No | 779 ₹3,116 Lowest | 811.2 ₹3,244.8 |
Tender Value
Refer Docs
EMD Value
₹39,000
Closing Date
27 May 2025, 3:00 pmClosed
Project Director DRDA
DRDA Collectorate Kanniyakumari
Strengthening of 2 Road works in Package No63 in Nullivilai Village Panchayat of Thuckalay Block under National Rurban Mission (NRuM) 2018-21
2025_RDTN_557866_1
A6/6639/2017 (63) dated 28.04.2025
Open Tender
Civil Works - Roads
Item Wise
90 days
Thuckalay Block Area
As per Technical Bid
3 documents required · 3 mandatory
₹0
₹39,000
DRDA Collectorate Kanniyakumari
28 Aug 2025
14 May 2025
27 May 2025
14 May 2025
27 May 2025
14 May 2025
14 May 2025
Amount
Strengthening the road from Kandanvilai to Eluppavilai road Road in Nullivilai village of Thuckalay Panchayat union Km 0/0 - 0/850 (R91)
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. comp.
Earthwork Excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring and strutting and bailing out water wherever necessary and refilling the side of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc. site etc complete complying with standard specification and as directed in sand, silt and loose soil, wet sand and silt not under water light black cotton soil, sandy loam and ordinary soil including excavated earth as per SS20A
Picking the Existing metalled surface 5cm to 10cm thick and carefully stacking materials useful for refuse including hire charge for tools laying spreading, new metal, hand packing to camber, gravel blinding, watering with all leads of good water, rolling and compacting by power roller and finishing to the total thickness with lines grades and cross section as specified in the departmental specification including all charges for all T&P employed and cost of free and other running charges and all other incidental charges etc. complete
collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc.
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 applying Prime Coat (WMM) with bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at therate of 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502.
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 etc
BITUMINOUS CONCRETE 25, 30/40 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
Supply and fixing of HECTOMETRE STONE (three faces two lines dressed) of size 0.75 x 0.23 x 0.10m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour and all other incidental charges etc., complete.
Road Marking with Hot applied Thermplastic Compound with Reflectorising Glass bends on Bituminous Surface
Providing and Fixing of Retro Reflectorised cautionary mandatory and informatory sign (with or with out definition board) made out of high indencity prismatic grade sheeting confirming ti IRC 67-2010 and ASTM D 4956- 09 type IV Specification and fixed over 1.50mm thick aluminium Sheet fixed on back supporting frame of 25mm x 25mmx25mmx 3mm miled steel angle and supported on a miled steel angle iron post 75mmx75mmx6mm Firmly Fixed to the ground by means of properly designed foundation with M15 grade Cement concrete 45cm x 45cmx 60cm, 60cm below ground level etc complete including 5 year warrenty for the rectro reflective sheeting Retro - Reflectorised traffic signs ( With definition Board)
Sub Estimate for Hard bed
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical type as per Clause 1501.
Providing Paver block at Kandanviali Paruthivilai Road to Cashewnet Factory road in Nullivilai village panchayat of thuckalay block (km 0/0-0/200) in Kanniyakumari District R-Code-R-263
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. comp.
Supplying and erecting for sides and soffits including supports and strutting for plane surfaces in all cross bracing using mild steel sheets of size 90x60cm and 10 gauge stiffered welded with mild angles of size 25x25x3mm for boarding laid over silver oak joists of size 10cmx65cm dia spaced at 75cm centre to centre etc, complete complying with standard specification and as directed for the following items, R.C.C. floor slab, bench slab all RCC works.
Cement Concrete 1:3:6 one cement, three Crusser Stone sand and six hard broken stone) using 40mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from departmental section stores to the actual worksport and handing charges
Construction of Granular Sub base by providing well graded material (25 mm 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 liquid 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 approved plans or as directed by the Engineer (Mix -in - place method) .
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding M.Sand layer of 25 mm thickness and joints shall be filled by fine M.Sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Supply and fixing of HECTOMETRE STONE (three faces two lines dressed) of size 0.75 x 0.23 x 0.10m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour and all other incidental charges etc., complete.
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 KRISHNAR WORKS CONTRACTOR (BID ID -1349803)
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