Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC HOUSE NO 173 BURING KAJU WADA BADA BALLI CUNCOLIM QUEPEM SOUTH GOA 403703 | SOUTH GOA | GOA | 403703 | ₹8.7 L | L1 | Accepted-AOC The Lowest E-tenderer |
| 2 | L2₹9.8 L+₹1.0 L (11.7%)Rejected-Finance MEGHA SADAN GAGANNAGAR CURTI PONDA GOA 403401 | PONDA | SOUTH GOA | GOA | 403401 | ₹9.8 L+₹1.0 L (11.7%) | L2 | Rejected-Finance Not the lowest e-tenderer |
| 3 | L3₹10.4 L+₹1.7 L (19.3%)Rejected-Finance | ₹10.4 L+₹1.7 L (19.3%) | L3 | Rejected-Finance Not the lowest e-tenderer |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
12 Mar 2020, 6:00 pmClosed
Commander Works Engineer (Army) Mumbai
Commander Works Engineer (Army) 24 Assaye Building, Colaba Mumbai-400 005
REPAIR TO ROAD INCLUDING ROAD FURNITURE AT 6TTR PONDA GOA
2020_MES_329763_1
83904/P/E8
Open Tender
Civil Works - Roads
Item Rate
120 days
GE PANAJI GOA
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE PANAJI GOA
₹20,000
5 Oct 2020
28 Feb 2020
13 Mar 2020
28 Feb 2020
12 Mar 2020
29 Feb 2020
28 Feb 2020 - 5 Mar 2020
Amount
Repair to potholes any depth, not exceeding 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 25 mm in depth, making good by applying tack coat with cationic bitumen emulsion RS-1 grade at the rate of 3 kg per 10 sqm, putting in bituminous macadam thickness consolidated/ compacted thickness using hot mix plant and mechanical paver with 4% binder (paving grade bitumen VG-30 grade) content by weight of total mix, rolled and compacted with power roller 8 to 12 tonnes to required camber and gradient complete all as specified and as directed. Note :- (i) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined as per IRC 27: 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of Rs 30 per kg.
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 sqm, depth of pot hole exceeding 50 mm but not exceeding 100 mm including rolling over the broken surfaces using 8 to 12 tonnes power roller to required camber and gradient complete all as specified and as directed.
M & L for bituminous macadam not exceeding 75 mm thickness (compacted thickness) using hot mix plant and mechanical paver with 4% binder (paving grade bitumen VG-30 grade) content by weight of total mix, rolled and compacted with power roller 8 to 10 tonnes to required camber and gradient complete all as specified and as directed. Note :- (i) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined as per IRC 27: 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of Rs 30 per kg.
Preparing existing black top surface with wire brush for removing caked mud etc., sweeping with broom and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a primimng/ tack coat with cationic bitumen emulsion Rs-1 grade @ 3 kg/10 sqmm of surface compelete all as specified
M & L for semi dense bituminous concrete 40 mm (compacted thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG 30 grade) @ 5.5% by weight of total mix & hydraulic lime filler, rolled and compacted to required camber and gradient complete all as specified and as directed. Note :- (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of Rs 30 per kg.
supply of Moorum/red bajri filling for forming embankments including raising (or lowering) earth, spreading in layers n.exc. 30 cm thick; watering ramming/rolling and finishing to required size, shape etc n.exc 1.5m high from base complete all as specified and directed.
Rolling and consolidating formation surfaces with power roller 8 to 12 tonne including watering, consolidating to required level, gradient, camber etc. in cutting, filling in hollows and depressions in the process complete all as specified and as directed.
S & F ABS solar LED studs of standard size 12mm x 110mm x 25-32mm, solar controller, fixing with epoxy adhesive, anchoring bolt nail etc as per manufacturers instructions etc complete all as specified and directed
S & F plastic non solar plastic speed bumps moulded in ABS body having dimentions of each piece in 250mm length 750 mm wide 75mm in height and 40 ton load carring capacity with ribs on surface for grip of tyres. Fixed in yellow and black combination including necessary adhecive, anchor bolts and reflectors as per manufactures instruction complete all as specified and directed. Make- 7M (Model No 7M-AB03)
Supply and fixing Glow studs (cat's eye) of size 80 to 100mm x 80 to 100mm x 15 to 20mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP ( High Impact Polystyrene) or ABS having electronically welded micro plastic lens with abrasion resistant coating as approved by engineer in charge. The cat eye shall support a load of 13635 Kg tested in accordance with ASTM D4280. The slope of retro refelctive surface shall be 35+/-5 degree to base. The reflective panels on both sides with a least 12cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTm I: 809 part 4 : 1973. The studs shall be dized to the road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer in charge.
Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, 20% glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T & P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete all as specified and as directed.
M/s Hari Construction
shree tatwamassi constructions
stage.html
html • 0.05 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
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .