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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-AOC | L1 | Accepted-AOC Being Lowest tenderer | |
| 2 | L2₹6.5 L+₹81,366 (14.2%)Rejected-Finance | L2 | Rejected-Finance Being other than lowest tenderer | |
| 3 | Rejected-Technical | - | Rejected-Technical Not meeting eligibility criteria |
Tender Value
₹6.9 L
EMD Value
₹13,800
Closing Date
16 Mar 2021, 6:00 pmClosed
Shri. Narinder Singh, IDSE, SE(SAG)
COMMANDER WORKS ENGINEERS CHENNAI PALLAVAN SALAI CHENNAI 600 002
88401E8 SPECIAL REPAIRS TO ROADS AT KV SCHOOL ISLAND GROUND UNDER GE CHENNAI.
2021_MES_423509_1
88401E8
Open Tender
Civil Works - Roads
Item Rate
120 days
CHENNAI
AS PER NIT
7 documents required · 7 mandatory
₹500
GE CHENNAI
₹13,800
Yes
13 Apr 2021
18 Feb 2021
18 Mar 2021
18 Feb 2021
16 Mar 2021
4 Mar 2021
18 Feb 2021 - 25 Feb 2021
Amount
BOQ UPLOADED ON 18 FEB 2021
Repairs 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 atleast 25mm in depth, making good by filling in screened and graded road metal (including provision of road metal), watering and well ramming complete all as specified and as directed.
Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc., complete all as specified and as directed.
Applying evenly using pressure sprayer a priming / tack coat with bituminous primer of paving bitumen of Grade VG-30 at 5 kg / 10 Sqm over bituminous surfaces complete all as specified and as directed.
Bituminous premix semi-dense asphaltic concrete (SDAC), 40mm consolidated thickness with 5.5% binder content by weight of total mix, (paving bitumen VG-30) and filler of 2 % cement, rolled and compacted to required camber and gradient complete using mechanical paver and rolled to a uniform, smooth surface using Tandem vibratory roller complete all as specified and as directed.
(a) Contractor shall quote his rate by considering 5.5% bitumen content. If it is less than 5.5% by weight of total mix, the amount shall be recovered for the less weight of binder only at the rate of Rs 42/- per Kg if technically acceptable. No other claim whatsoever on account of this will be allowed.
(b) No price adjustment shall be applicable if excess quantity of binder content is used / approved in the execution of work under this item.
(c) Cement shall be used as filler at a minimum of 2% by weight of total mix. In the event of variation in the mix design in the percentage of filler content on plus side, nothing extra shall be paid.
(d) The coarse aggregate for SDAC shall be granite stone.
Premix Dense Bituminous Macadam (DBM), as in profile layer, with grading 2 of IRC laid in layers of 75mm or less (consolidated) thickness using 4.0% binder content by weight of total mix, with paving bitumen of grade VG-30 using hot mix plant spread, rolled and compacted to required camber and gradient complete using mechanical paver and rolled to a uniform, smooth surface using Tandem vibratory roller complete all as specified and as directed.
Notes:-
(a) Contractor shall quote his rate by considering 4.0% bitumen content. If it is less than 4.0% by weight of total mix, the amount shall be recovered for the less weight of binder only at the rate of Rs 42/- per Kg if technically acceptable. No other claim whatsoever on account of this will be allowed.
(b) No price adjustment shall be applicable if excess quantity of binder content is used / approved in the execution of work under this item.
(c) Each layer shall be rolled and consolidated separately.
(d) DBM shall be as per MORTH specifications including minimum binder content mention therein and as detailed in particular specifications.
(e) Supply and mixing of hydrated lime or cement or both in case TSR is less than 80% is deemed to be included rate quoted.
(f) The marshall stability shall be a minimum of 900 kg.
(g) The coarse aggregate for DBM shall be granite stone.
Preparing road surface including cleaning the road surface of all dirt, seals, oil, grease and foreign material etc and applying 2.5mm thick road marking strips (Retro reflective) of specified shade/colour using hot thermoplastic material conforming to IS-164(1981) by fully automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser including glass beads, propane tank heater and profile shoe heater, driven by experienced operator in accordance with manufacturer’s instructions all as per BS EN 1871, BS EN 1423 and BS EN 1424 complete as specified and directed.
Removing old CAT eyes and taking on credit and provision of new Duo directional CAT eyes (Road studs) of size 100mmx110mmx20mm made up of weather resistant high impact polymer conforming to ASTM D4280 and having electronically welded micro prismatic lens with abrasion resistant coating and fixed with 2 Nos of polymer shanks and epoxy adhesive conforming to IS as per manufacturer’s instructions as in repairs complete all as specified and directed.
Make shall of Cat No. DA-52 of Dark Eye or equivalent of makes as listed here-in-after as approved by GE.
Santhosh Infrastructure
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