Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAccepted-AOC 49 PARAG DAS STREET SEUJI LAKSHMI PATH PANDU SADILAPUR KAMRUP M GUWAHATI 781012 ASSAM | KAMRUP METRO | ASSAM | 781012 | L1 | Accepted-AOC Being L1 bidder | |
| 2 | L2₹10.0 L+₹72,839.50 (7.87%)Rejected-AOC HOUSE NO 22 BHAGADUTTAPUR BELTOLA RUKMINIGAON ROAD GUWAHATI 781028 | KAMRUP METRO | ASSAM | 781028 | L2 | Rejected-AOC Not being L1 bidder | |
| 3 | L3₹10.3 L+₹1.1 L (11.8%)Rejected-AOC | L3 | Rejected-AOC Not being L1 bidder | |
| 4 | L4₹10.7 L+₹1.5 L (15.8%)Rejected-AOC | L4 | Rejected-AOC Not being L1 bidder |
Tender Value
Refer Docs
EMD Value
₹18,000
Closing Date
3 Oct 2022, 6:00 pmClosed
AGE (I) AF Digaru
AGE (I) AF Digaru PO Digaru Dist Kamrup Assam 782401
PROVN OF SHED, GARBAGE BIN, APPROACH PATH AND ANTISTATIC FLOORING AT AF STN DIGARU.
2022_MES_550402_1
8591/E8 of 2022-23
Open Tender
Civil Works
Item Rate
180 days
Digaru
Please refer Tender Documents.
5 documents required · 5 mandatory
₹500
Yes
AGE (I) AF Digaru
₹18,000
Yes
3 Nov 2022
7 Sept 2022
5 Oct 2022
7 Sept 2022
3 Oct 2022
21 Sept 2022
Amount
Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation etc. and getting out in soft/loose soil complete all as specified and directed.
Returning, filling in, including spreading levelling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil complete all as specified and directed.
Removing Excavated soils not exceeding 50M and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and directed.
M&L for PCC 1:4:8 Type D2 (40 mm graded aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
M&L for brick work with sub class 'B' bricks straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6 complete all as specified and directed.
M&L for rendering 15 mm thick on fair faces of external wall of brick work or stone surfaces in two layers (10 mm and 5 mm thick) in cement Mortar in 1:4 using water proofing compound in top layer complete all as specified and directed. Note : Water Proofing Compound will be measured & paid separately
Supply only Liquid water proofing compound for external wall plastering (for 5 mm thick plastering) complete all as specified and directed.
M&L for three coats of white wash (undecorated surface) including preparation of new plastered complete all as specified and directed.
M/L for preparation of new treated plaster surface and applying two coat of cement based paint complete all as specified and directed.
S&F Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing Fe 410-W (Gde- E- 250) quality- AFe (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc, including necessary cutting welding etc complete all as specified and directed.
S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed.
S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed.
Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out soft soil/loose soil complete all as specified and directed.
M&L for hardcore of gauge of broken stone or boulders n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
M&L for 100 mm thick Cement concrete type B- 2, 1:2:4 (40mm graded aggregate) complete all as specified and directed.
M&L for 40 mm thick, plain cement concrete 1:2:4, type B-1 (using 20 mm graded ggregate) as in floors and finishing the cement concrete surface even and smooth using extra cement complete all as specified and directed.
S&F for steel door including projection type hinges, steel handle complete with glazing bars, dovetailed or welded complete all as specified and directed.
M&L for painting with two coats of synthetic enamel paint over a coat of red oxide primer on newly untreated surfaces of steel and iron surfaces over 10cm in width or girth not otherwise described including pereparation of new or previously untreated surfaces complete all as specified and directed.
S & F bands straps, supports or stays, for hooks (stay), heavy, for large gates, hooks and pintel hinges; large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; clamps; hold fasts; small articles conforming to Fe-290 Gde-E-165 complete all as specified and directed.
Use and waste formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter of flat rough finished surfaces of concrete complete all as specified and directed.
M&L for Reinforced cement concrete (Nominal Mix) type B-1, 1:2:4 (20 mm graded aggregare) in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.
M&L for Mild steel TMT bars 6mm to 8mm dia ,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
M&L for Mild steel TMT bars 12 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
Excavation in post holes (or similar holes) eachsoft/loose soil n exceeding 0.5 CUM, getting out, returning, filling in and ramming earth or broken rubble mixed with earht around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface complete all as specified and directed.
M&L for PCC (1:2:4) type B2 using 40 mm graded stone aggregate in foundations,filling and mass concrete complete all as specified and directed.
Removing excavated materials exc 1.50 KM but not exceeding 5 KM (outside MOD) from starting point and depositing where directed.
M&L for 100 MM thick PCC 1:2:4 type B-1 using 20 mm graded aggregate as in floors complete all as specified and directed.
M&L for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 or other cuting plates complete all as specified and directed.
M &L for preparation of new steel surfaces and applying two coats of black bituminious paint exceeding 10cm in width or girth complete all as specified and directed.
Removing of defective /loose epoxy coating , defective area to be treated with Nitoflor TF5000, an epoxy chemical and abrasion resistant epoxy resin colour screed complete all as specified and directed.
M&L for 2mm thick applying Fosroc Nitoflor SL Conductive Topcoat of FOSROC or equivalent @ 7.5 Sqm per 15 litre pack at 2 mm thickness after mixing the base, hardener, colour paste and filler until a homogenous, lump free mix is obtained, applied over undercoat of Nitoflor SL Conductive Undercoat of FOSROC or equivalent @ 4 Sqm per litre over application of a primer Nitoprime-25 or equivalent @ 6 sqm per litre including preparation of surfaces and application of Epoxy Coving by 75mm x 75mm to be done with Epoxy Screed material Nitoflor TF 5000 of FOSROC or equivalent at the Horizontal Vertical Joints. When measured for surface resistance in accordance with ASTM F150, the static Conductive topping including Under coat shall be in the range of 25 x 10^3 - 1 x 10^6 Ohms. When tested for static decay as per Federal Test method 101B, Method 4046, the static conductive topping shall take not more than a time of 0.01 seconds to decay with + 5KV peak charge to 0%. The surface resistance of the conductive undercoat shall be in the range of 2 x 10³ - 4 x 10³ Ohms. The cured film should have a compressive strength 50 N/mm², tensile strength 15 N/mm² and flexural strength 28 N/mm² when tested as per BS 6319 complete all as specified and directed. Note: 1. Cost of copper strip to connect earthing point for safe discharge of charges shall be deemed to be included in the quoted rate. 2. The copper strip shall be fixed to floor forming 3x3m grid covering the entire area. The strip shall have a minimum width of 10 mm and 0.08 mm thickness. 3. Antistatic flooring shall be carried out as per the manufacturer’s instructions and by the authorized applicators of the manufacturers complete all as specified and directed.
M&L for Construction Joint Treatment Removal of Existing joint material and filling the same with Nitoseal PU280 complete all as specified and directed.
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 .