Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.7 LAccepted-AOC NO 2 16 KANGAYAMPALAYAM SULFUR PO COIMBATORE 641 401 | COIMBATORE | COIMBATORE | TAMIL NADU | 641401 | ₹59.7 L Quoted ₹59.8 L | L1 | Accepted-AOC aoc |
| 2 | L2₹62.1 LRejected-Finance E 11 CWE WELLINGTON A I A II A V B I | KOLKATA | WEST BENGAL | 700001 | ₹62.1 L | L2 | Rejected-Finance Being L2 |
| 3 | L3₹63.7 LRejected-Finance 3 165 1A KAMARAJ NAGAR KANGAYAMPALAYAM SULUR COIMBATORE TAMIL NADU 641 401 | COIMBATORE | COIMBATORE | TAMIL NADU | 641401 | ₹63.7 L | L3 | Rejected-Finance Being L3 |
| 4 | L4₹63.7 LRejected-Finance | ₹63.7 L | L4 | Rejected-Finance Being L4 |
| 5 | L5₹63.8 LRejected-Finance | ₹63.8 L | L5 | Rejected-Finance Being L5 |
| Sl No | Description | Qty | Unit | GMS Builders L8 | p.chinnasamy L5 | M Govindarajan L9 | KSR AND COMPANY L1 | K S MUTHU CONSTRUCTTIONS L6 | Vishnu Infrastructures L3 | VENKATESH L2 | P2 CONSTRUCTION L7 | Kanns Project Management And Consultancy L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces n.exc 50 mm deep and area n.exc 400 sqm and removing the debries to a distance n.exc 50m complete all as specified and directed. | 146.25 | 10 Square Metre | 1,600 ₹2.3 L | 1,525 ₹2.2 L | 1,600 ₹2.3 L | 600 ₹87,750 | 1,605 ₹2.3 L | 920 ₹1.3 L | 800 ₹1.2 L | 1,600 ₹2.3 L | 1,550 ₹2.3 L |
| 2.00 | Preparing un-surfaced WBM surfaces by brushing with wire brush for removing caked/mud etc. sweeping with broom and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming/tack coat with bituminous primer @ 10 Kg per 10 Sqm using bitumenous cold emulsion rapid setting grade-1 (RS-1) complete all as specified and directed. | 146.25 | 10 Square Metre | 900 ₹1.3 L | 825 ₹1.2 L | 900 ₹1.3 L | 120 ₹17,550 | 810 ₹1.2 L | 850 ₹1.2 L | 825 ₹1.2 L | 810 ₹1.2 L | 850 ₹1.2 L |
| 3.00 | Preparing existing black top surfaces by brushing with wire brush for removing caked/mud etc. sweeping with broom and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming/tack coat with bituminous primer @ 5 Kg per 10 Sqm using bitumenous cold emulsion rapid setting grade-1 (RS-1) complete all as specified and directed. | 548.65 | 10 Square Metre | 500 ₹2.7 L | 425 ₹2.3 L | 600 ₹3.3 L | 450 ₹2.5 L | 420 ₹2.3 L | 440 ₹2.4 L | 425 ₹2.3 L | 410 ₹2.2 L | 450 ₹2.5 L |
| 4.00 | M & L for Premix bituminous macadam, with paving bitumen, laid/rolled with mechanical paver and compacted to required gradient and camber (consolidated thickness 75mm or less) using paving bitumen of Grade VG-30 as binder, camber and gradient with 8 to 12 tonne power roller complete all as specified and directed. (Note: The rates are worked out on the basis of binder content of 4% by weight of total mix. No extra payment shall be made for any additional requirement of binder content) | 109.69 | Cubic Metre | 9,700 ₹10.6 L | 9,600 ₹10.5 L | 10,000 ₹11.0 L | 12,500 ₹13.7 L | 9,600 ₹10.5 L | 9,680 ₹10.6 L | 9,550 ₹10.5 L | 10,000 ₹11.0 L | 9,600 ₹10.5 L |
| 5.00 | M & L for bituminous premixed semi dense asphaltic concrete, 40 mm consolidated thickness using paving bitumen of Grade VG-30 with 5.5% binder content by weight of total mix using hot mix plant and mechanical paver, rolled and compacted, finished including rolling to required gradient and camber with 8 to 12 tonne power roller to required compaction complete all as specified and directed. (Note: The minimum binder content shall be of 5.5% by weight of total mix. However, additional requirement of binder content after mix desing (if any), the same shall be provided by the contractor without any extra cost to the Govt.) | 548.65 | 10 Square Metre | 5,900 ₹32.4 L | 5,900 ₹32.4 L | 6,000 ₹32.9 L | 5,500 ₹30.2 L | 5,900 ₹32.4 L | 5,980 ₹32.8 L | 5,850 ₹32.1 L | 6,000 ₹32.9 L | 5,900 ₹32.4 L |
| 6.00 | M & L for Repair to pot holes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc cutting around edges to at least 25mm in depth, making good by applying tack coat @ 5 Kg per 10 Sqm using bitumenous cold emulsion rapaid setting Grade-1 (RS-1) and putting in pre mixed bituminous mecadam using paving bitumen of grade VG-30, well rammed and sealed with binder 9.8 Kg per 10 Sqm binded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply of pre mixed mecadam binder and chippings) depth of potholes exc 30 mm complete all as specified and directed. | 10 | 10 Square Metre | 2,600 ₹26,000 | 2,600 ₹26,000 | 2,700 ₹27,000 | 2,200 ₹22,000 | 2,500 ₹25,000 | 2,600 ₹26,000 | 2,500 ₹25,000 | 3,000 ₹30,000 | 2,500 ₹25,000 |
| 7.00 | Material and labour for Applying 2 mm thick road marking paint with reflective thermoplastic white road marking paint confirming to BS-3262 (1989), either continuous or broken lines over existing or new painting surfaces of cement or bituminous surfaces (continuous lines, centre lines, dashes, stop lines, arrows etc), n.exc 10 cm width laid down through road marking machine using thermo plastic material by incorporating the white glass powder for reflectivity in white or golden yellow colour by using applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, including cleaning the road surface of all dirt, seals, oil grease and foreign material etc complete as direction of Engr-in-Charge and in accordance with applicable specification complete all as specified and as directed. | 2,250 | Running Metre | 90 ₹2.0 L | 83 ₹1.9 L | 95 ₹2.1 L | 75 ₹1.7 L | 83 ₹1.9 L | 82 ₹1.8 L | 80 ₹1.8 L | 80 ₹1.8 L | 85 ₹1.9 L |
| 8.00 | S & F in repairs solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed | 56 | Each | 3,600 ₹2.0 L | 3,525 ₹2.0 L | 3,700 ₹2.1 L | 1,400 ₹78,400 | 3,552 ₹2.0 L | 3,550 ₹2.0 L | 3,500 ₹2.0 L | 3,800 ₹2.1 L | 3,500 ₹2.0 L |
| 9.00 | S & F Poly Carbonate Convex Mirror outdoor type 1200mm dia mounted and fixed to 80mm bore, medium grade MS pipe of 1500mm from NGL with PCC 1:2:4, type B-1 (Using 20mm graded aggregate) block of size 300x300x450mm including necesssary excavation and earth work and including taking out/dismantling of old unserviceable broken covex mirror of any type complete all as specified and directed. | 6 | Each | 9,100 ₹54,600 | 9,250 ₹55,500 | 10,000 ₹60,000 | 4,000 ₹24,000 | 9,500 ₹57,000 | 9,550 ₹57,300 | 9,000 ₹54,000 | 9,500 ₹57,000 | 9,000 ₹54,000 |
| 10.00 | S & F in repairs Speed breaker, rubbersized, heavy duty of block size 425mmx500mm and 3 inch height, combination of black and yellow colour with two ends fixed with nuts and bolts with adhesive as per manufacturer's instructions by drilling holes in roads complete all as specified and directed. | 24 | Running Metre | 3,600 ₹86,400 | 3,600 ₹86,400 | 3,700 ₹88,800 | 4,000 ₹96,000 | 3,600 ₹86,400 | 3,660 ₹87,840 | 3,500 ₹84,000 | 3,600 ₹86,400 | 3,600 ₹86,400 |
Tender Value
₹57.2 L
EMD Value
₹1.1 L
Closing Date
26 Mar 2026, 6:00 pmClosed
CWE Wellington
Headquarters Commander Works Engineers Wellington, Barracks Post The Nilgiris PIN 643 231
SPECIAL REPAIRS TO ROADS FROM BARRACKS JN TO CHINNABANDISHOLAI JN UNDER GE DSSC WELLINGTON
2026_MES_754378_1
85034/E8
Open Tender
Civil Works
180 days
WELLINGTON
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
GE DSSC WELLINGTON
₹1.1 L
Yes
24 Apr 2026
26 Feb 2026
28 Mar 2026
27 Feb 2026
26 Mar 2026
19 Mar 2026
27 Feb 2026 - 5 Mar 2026
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority: CWE WELLINGTON
NAME OF WORK: SPECIAL REPAIRS TO ROADS FROM BARRACKS JN TO CHINNABANDISHOLAI JN UNDER GE DSSC WELLINGTON
Contract No: CWE/ WEL/ OF 2025-26
Sl. No. Item of Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Conversion against each Item Quoted Currency in INR / Other Currency Rate in Figures to be entered by the Bidder including all Taxes etc. Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e. DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit, if any respect of Supplies Under full Excise Duty Category
Scarifying or picking gravelled, macadam or bituminous macadam surfaces n.exc 50 mm deep and area n.exc 400 sqm and removing the debries to a distance n.exc 50m complete all as specified and directed. 10 Square Metre Excess(+) Full Conversion INR
Preparing un-surfaced WBM surfaces by brushing with wire brush for removing caked/mud etc. sweeping with broom and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming/tack coat with bituminous primer @ 10 Kg per 10 Sqm using bitumenous cold emulsion rapid setting grade-1 (RS-1) complete all as specified and directed. 10 Square Metre Excess(+) Full Conversion INR
Preparing existing black top surfaces by brushing with wire brush for removing caked/mud etc. sweeping with broom and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming/tack coat with bituminous primer @ 5 Kg per 10 Sqm using bitumenous cold emulsion rapid setting grade-1 (RS-1) complete all as specified and directed. 10 Square Metre Excess(+) Full Conversion INR
M & L for Premix bituminous macadam, with paving bitumen, laid/rolled with mechanical paver and compacted to required gradient and camber (consolidated thickness 75mm or less) using paving bitumen of Grade VG-30 as binder, camber and gradient with 8 to 12 tonne power roller complete all as specified and directed. (Note: The rates are worked out on the basis of binder content of 4% by weight of total mix. No extra payment shall be made for any additional requirement of binder content) Cubic Metre Excess(+) Full Conversion INR
M & L for bituminous premixed semi dense asphaltic concrete, 40 mm consolidated thickness using paving bitumen of Grade VG-30 with 5.5% binder content by weight of total mix using hot mix plant and mechanical paver, rolled and compacted, finished including rolling to required gradient and camber with 8 to 12 tonne power roller to required compaction complete all as specified and directed. (Note: The minimum binder content shall be of 5.5% by weight of total mix. However, additional requirement of binder content after mix desing (if any), the same shall be provided by the contractor without any extra cost to the Govt.) 10 Square Metre Excess(+) Full Conversion INR
M & L for Repair to pot holes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc cutting around edges to at least 25mm in depth, making good by applying tack coat @ 5 Kg per 10 Sqm using bitumenous cold emulsion rapaid setting Grade-1 (RS-1) and putting in pre mixed bituminous mecadam using paving bitumen of grade VG-30, well rammed and sealed with binder 9.8 Kg per 10 Sqm binded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply of pre mixed mecadam binder and chippings) depth of potholes exc 30 mm complete all as specified and directed. 10 Square Metre Excess(+) Full Conversion INR
Material and labour for Applying 2 mm thick road marking paint with reflective thermoplastic white road marking paint confirming to BS-3262 (1989), either continuous or broken lines over existing or new painting surfaces of cement or bituminous surfaces (continuous lines, centre lines, dashes, stop lines, arrows etc), n.exc 10 cm width laid down through road marking machine using thermo plastic material by incorporating the white glass powder for reflectivity in white or golden yellow colour by using applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, including cleaning the road surface of all dirt, seals, oil grease and foreign material etc complete as direction of Engr-in-Charge and in accordance with applicable specification complete all as specified and as directed. Running Metre Excess(+) Full Conversion INR
S & F in repairs solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed Each Excess(+) Full Conversion INR
S & F Poly Carbonate Convex Mirror outdoor type 1200mm dia mounted and fixed to 80mm bore, medium grade MS pipe of 1500mm from NGL with PCC 1:2:4, type B-1 (Using 20mm graded aggregate) block of size 300x300x450mm including necesssary excavation and earth work and including taking out/dismantling of old unserviceable broken covex mirror of any type complete all as specified and directed. Each Excess(+) Full Conversion INR
S & F in repairs Speed breaker, rubbersized, heavy duty of block size 425mmx500mm and 3 inch height, combination of black and yellow colour with two ends fixed with nuts and bolts with adhesive as per manufacturer's instructions by drilling holes in roads complete all as specified and directed. Running Metre Excess(+) Full Conversion INR
S & F in repairs cat eye, solar reflective type of metal body alloy of size 100mmx100mmx20mm with PAMA striplens reflector fixed with and including MS stud of suitable size complete all as per manufacturer's instruction and as directed by the Engineer-in-Charge. (Make: Dark Eye Model No. DA 972 or equivalent model of make as per list of m,anufacturer's) Each Excess(+) Full Conversion INR
Demoltion of Brickwork or stone/boulder masonry, built in cement or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles as directed by the Engr-in-Charge. Cubic Metre Excess(+) Full Conversion INR
M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed. Cubic Metre Excess(+) Full Conversion INR
M & L for Pre-cast cement concrete 1:3:6, type C-1 (using 20mm graded stone aggregate), block masonry with solid blocks, exc. 10 cm in width and setting in mortar 1:6 complete all as specified and directed. Cubic Metre Excess(+) Full Conversion INR
M & L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished the surfaces even and fair without using extra cement complete all as specified and directed. Square Metre Excess(+) Full Conversion INR
M & L for preparing newly plastered surfaces of walls, etc and applyingtwo coats of white wash complete all as specified and directed. Square Metre Excess(+) Full Conversion INR
Demolition of un-reinforced cement concrete in ground floors and pavings n.exc 15cm thickness, (Below or above Ground level) complete all as directed by the Engr-in-Charge Cubic Metre Excess(+) Full Conversion INR
Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar complete all as directed by the Engr-in-Charge. 10 Square Metre Excess(+) Full Conversion INR
M & L for 75 mm thick, plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in sub base finish the surfaces even and rough to receive the top finish complete all as specified and directed. Square Metre Excess(+) Full Conversion INR
M & L for Sand filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed. Cubic Metre Excess(+) Full Conversion INR
M & L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and no pigment complete all as specified and directed. Square Metre Excess(+) Full Conversion INR
M & L for plain cement concrete 1:3:6, type C-1 (using 20mm graded stone aggregate) for embedding holdfast, in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating as directed complete all as specified and directed. Cubic Metre Excess(+) Full Conversion INR
Total in Figures
Quoted Rate in Figures Select
Please Enable Macros to View BoQ information
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.PDF
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.53 MB
mrgdt_85034.pdf
Tender Documents • 1.61 MB
BOQ_844949.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid