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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.0 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹61.4 L+₹42,549 (0.70%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN LOWEST | |
| 3 | L3₹62.3 L+₹1.3 L (2.16%)Rejected-Finance KAJANIBARI DINJAN PO DINJAN DIST TINSUKIA ASSAM786189 | DINJAN | TINSUKIA | ASSAM | 786189 | L3 | Rejected-Finance OTHER THAN LOWEST | |
| 4 | L4₹64.2 L+₹3.2 L (5.17%)Rejected-Finance | L4 | Rejected-Finance OTHER THAN LOWEST | |
| 5 | L5₹68.2 L+₹7.2 L (11.8%)Rejected-Finance | L5 | Rejected-Finance OTHER THAN LOWEST |
Tender Value
₹65 L
EMD Value
₹1.2 L
Closing Date
29 Nov 2022, 6:00 pmClosed
COMMANDER WORKS ENGINEER, DINJAN
COMMANDER WORKS ENGINEER, DINJAN
MAINT AND REPAIR OF ROADS IN THE AOR UNDER GE DINJAN
2022_MES_554788_2
84104E8
Open Tender
Civil Works - Roads
Item Rate
180 days
GE DINJAN
AS PER TENDER
7 documents required · 7 mandatory
₹1,000
GE DINJAN
₹1.2 L
Yes
20 Dec 2022
10 Nov 2022
1 Dec 2022
10 Nov 2022
29 Nov 2022
17 Nov 2022
10 Nov 2022 - 16 Nov 2022
Amount
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 10 tonnes power roller to required camber and gradient complete all as specified and as directed.
M & L for 7.5 cm thick (compacted thickness) WBM, with coarse aggregates of lime stone, sand stone, flint or quartzite of grading 2 (63 to 45 mm size) or of grading 3 (53 to 22.4 mm size), spread, rolled and compacted to required gradient and camber with three wheel-power roller of 80 to 100 kN capacity or an equivalent vibratory roller complete all as specified and as directed.
Preparing unsurfaced water bound macadam 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.
M & L for applying evenly a priming coat with bituminous primer (paving grade bitumen VG-10 grade) @ 10 kg per 10 sq metres complete all as specified & 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.
M & L for applying evenly a tack coat with bituminous primer (paving grade bitumen VG-10 grade) @ 5 kg per 10 sq metres complete all as specified & as directed.
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 30 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 of surface, putting in premix as specified for thin bituminous carpet (2.5 cm thick) and sealed with liquid seal coat, applying evenly binder (using paving bitumen) @ 9.8 kg per 10 Sqm binding with 6.3 mm size stone chippings @ 0.09 cum per 10 sqm and rolled to a uniform smooth surface with 8 to 12 tonne power roller (including supply of premix binder and aggregate) complete all as specified and as directed.
M & L for bituminous concrete 40 mm (compacted thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 4.5% by weight of total mix & cement(OPC-43 Grade) 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 on MINUS side variation in quantity of bitumen if any shall be priced at the rate of ₹55 per kg. No claim whatsoever shall be made for adjustment in plus side.
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, 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.
Supplying and fixing solar road studs of size not less than 100 mm X 100 mm X 10 mm made of weather resistance aluminium alloy and poly carbonate material electronically welded micro- prismatic lens with abrasion resistant coating as approved by the Engineer in charge. The cats eye shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35⁰ ± 5⁰ to base. The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM E: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed 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 fixing Glow studs (cat's eye) of size 80 to 100 mm X 100 to 120 X 15 to 20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The cats eye shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35⁰ ± 5⁰ to base .The reflective panels on both sides with at least 12 cm 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 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed 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.
S & F post delineators (road way indicators) 1000 mm high having 2 Nos of 100 mm dia and 150 mm high panel pasted with retro reflective Type IV high intensity prismatic grade sheeting in twin colours conforming to IRC 67- 2012 mounted on mild steel pipe of 65 mm dia duly powder coated with anti-corrosive paint and embedded 200 mm below ground level including excavation and PCC M15(Nominal Mix) with using 20 mm graded stone aggregate in foundation of size 250 mm X 250 mm X 250 mm and making good surface complete all as specified and as directed.
S & F road convex mirrors outdoor type made of one piece polycarbonate of size 80 cms including fixing with mounting pole and necessary foundations and filling with M-15 type B-1 20 mm aggregates, complete all as specified and as directed.
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 filling in screened & graded road metal, watering and well ramming (including supply of road metal), rolled and compacted with power roller 8 to 10 tonnes to required gradient and camber complete all as specified and as directed.
S&F Solar Studs reflector size 100x100x21mm , 2 Nos each side LEDs, Wt 360 grams approximate complete all as specified and directed by the Engr-in-charge. (Model- JUGNU, Make- DARK EYE or equivalent as given in Appx 'B')
LIZA KALITA
M/S CHANDAN ENTERPRISE
Kaushik Enterprises
M/s AGAM CONSTRUCTION
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